DEFORMATION MODULUS

Deformation Modulus
Pressure Meter Type ‘GA’ 80 Bar Capacity (AX Probe Outfit)

EKE 141:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubings.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel Complete with 100 bar pressure Gauges and Pressure Regulator – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14103: Coaxial High Hose with End Connector (for Pressure upto 80 bar) – 1 No
EKE 14104: Coaxial Hose with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14113: AX Probe without rubber parts – 1 No
EKE 14114: Inner Membrane for AX Probe – 3 Nos
EKE 14115: Metallic Cover for AX Probe – 3 Nos
EKE 14116: Rubber Cover for AX Probe – 3 Nos
EKE 14117: ‘O’ Ring for AX Probe (pair) – 3 Nos
EKE 14118: AX Probe Crown – 1 No
EKE 14119: AX Size Auger – 2 Nos
EKE 14120: Plain Pressure Testing Pipe for AX Prober – 1 No
EKE 14121: Perforated Pressure Testing Pipe for AX Probe (Set) – 1 No

Deformation Modulus
Pressure Meter Type ‘GA’ 80 Bar Capacity (BX Probe Outfit)

EKE 142:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubings.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel Complete with 100 bar pressure Gauges and Pressure Regulator – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14103: Coaxial High Hose with End Connector (for Pressure upto 80 bar) – 1 No
EKE 14104: Coaxial Nylon  Hose with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14201: BX Probe without rubber parts – 1 No
EKE 14202: Inner Membrane for BX Probe – 3 Nos
EKE 14203: Metallic Cover for BX Probe – 3 Nos
EKE 14204: Rubber Cover for BX Probe – 3 Nos
EKE 14205:  ‘O’ Ring for BX Probe (pair) – 3 Nos
EKE 14206: BX Probe Crown – 1 No
EKE 14207: BX Size Auger – 2 Nos
EKE 14208: Plain Pressure Testing Pipe for BX Prober – 1 No
EKE 14209: Perforated Pressure Testing Pipe for BX Probe (Set) – 1 No
 

Deformation Modulus
Pressure Meter Type ‘GA’ 80 Bar Capacity (AX  And BX Probe Outfit)

EKE 143:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components:

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubings.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel Complete with 100 bar pressure Gauges and Pressure Regulator – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14103: Coaxial High Hose with End Connector (for Pressure upto 80 bar) – 1 No
EKE 14104: Coaxial Nylon Hose with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14113: AX Probe without rubber parts – 1 No
EKE 14114: Inner Membrane for AX Probe – 3 Nos
EKE 14115: Metallic Cover for AX Probe – 3 Nos
EKE 14116: Rubber Cover for AX Probe – 3 Nos
EKE 14117: ‘O’ Ring for AX Probe (pair) – 3 Nos
EKE 14118: AX Probe Crown – 1 No
EKE 14119: AX Size Auger – 2 Nos
EKE 14120: Plain Pressure Testing Pipe for AX Prober – 1 No
EKE 14121: Perforated Pressure Testing Pipe for AX Probe (Set) – 1 No
EKE 14201: BX Probe without rubber parts – 1 No
EKE 14202: Inner Membrane for BX Probe – 3 Nos
EKE 14203: Metallic Cover for BX Probe – 3 Nos
EKE 14204: Rubber Cover for BX Probe – 3 Nos
EKE 14205:  ‘O’ Ring for BX Probe (pair) – 3 Nos
EKE 14206: BX Probe Crown – 1 No
EKE 14207: BX Size Auger – 2 Nos
EKE 14208: Plain Pressure Testing Pipe for BX Prober – 1 No
EKE 14209: Perforated Pressure Testing Pipe for BX Probe (Set) – 1 No
 

Deformation Modulus
Pressure Meter Type ‘GA’ 25 Bar Capacity  (AX Probe Outfit, Low Capacity)

EKE 144:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubings.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel  – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14104: Coaxial Hose with End Connectors (for Pressure upto 25 bar) – No
EKE 1410:5 Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110:Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14113: AX Probe without rubber parts – 1 No
EKE 14114: Inner Membrane for AX Probe – 3 Nos
EKE 14116: Rubber Cover for AX Probe – 3 Nos
EKE 14117: ‘O’ Ring for AX Probe (pair) – 3 Nos
EKE 14118: AX Probe Crown – 1 No
EKE 14119: AX Size Auger – 2 Nos
EKE 14120: Plain Pressure Testing Pipe for AX Prober – 1 No
EKE 14121: Perforated Pressure Testing Pipe for AX Probe (Set) – 1 No

Deformation Modulus
Pressure Meter Type ‘GA’ 25 Bar Capacity (BX Probe Outfit, Low Capacity )

EKE 145:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubings.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14104: Coaxial Nylon  Hose with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14201: BX Probe without rubber parts – 1 No
EKE 14202: Inner Membrane for BX Probe – 3 Nos
EKE 14204: Rubber Cover for BX Probe – 3 Nos
EKE 14205:  ‘O’ Ring for BX Probe (pair) – 3 Nos
EKE 14206: BX Probe Crown – 1 No
EKE 14207: BX Size Auger – 2 Nos
EKE 14208: Plain Pressure Testing Pipe for BX Prober – 1 No
EKE 14209: Perforated Pressure Testing Pipe for BX Probe (Set) – 1 No

Deformation Modulus
Pressure Meter Type ‘GA’ 80 Bar Capacity (NX Probe Outfit)

EKE 146:

 Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubing’s.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel Complete with 100 bar pressure Gauges and Pressure Regulator – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14103: Coaxial High Hose with End Connector (for Pressure upto 80 bar) – 1 No
EKE 14104: Coaxial Nylon Hose, with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14601: NX Probe without rubber parts – 1 No
EKE 14602: Inner Membrane for NX Probe – 3 Nos
EKE 14603: Metallic Cover for NX Probe – 3 Nos
EKE 14604: Rubber Cover for NX Probe – 3 Nos
EKE 14605: ‘O’ Ring for AX Probe (pair) – 3 Nos
EKE 14606: NX Probe Crown – 1 No
EKE 14607: NX Size Auger – 2 Nos
EKE 14608: Plain Pressure Testing Pipe for NX Prober – 1 No
EKE 14609: Perforated Pressure Testing Pipe for NX Probe (Set) – 1 N

Deformation Modulus
Pressure Meter Type ‘GA’ 25 Bar Capacity (IX Probe Outfit)

EKE 147:

Pressure: Conventional method, like Standard Penetration Test, Static Cone Test, Dynamic Cone Test, etc are well established and do reflect the maximum strength of a given layer of soil, but they give no idea of stress deformation behavior of the concerned layer. Pressuremeter test fills this void.

Description: The pressuremeter is an instrument for “in-situ” measurement of soil load / deformation parameters

It consists of two main components :

Probe: a cylindrical metal body covered over its whole length by a radically deformable cover after the initially  covering the central section with a rubber membrane, thus forming three independent cells.

The central cell or measuring cell is filled with water under controlled pressure from the volumeter whilst the other  two guard cells are inflated with gas automatically maintained at a slightly lower pressure.

Volumeter: A fiber glass box with a front panel, on which are fixed various regulators, pressure gauges, Valves, etc. within the box is the volumeter which contains the central measuring cell; the volume variations during the test are read on the sight tube. The range of pressure is 0 to 80 bar. The pressure is supplied from a compressed gas cylinder.

The volumeter is connected to the probe by what appears to be a single flexible plastic tubing which in fact contains two coaxial tubing’s.

Procedure: The Probe is placed within a previously drilled borehole at the desired elevation. However, in certain types of soil below the water table, it can be driven directly provided it protected by a special “Slotted pipe”

Pressure is then applied in equal increments and the corresponding volume variations noted 30 and 60 sec. by plotting volumes at each increment versus pressure, an in-situ stress – strain curve is obtained.

The test is fully described in the points and chussees manual ‘Test procedurm’ * MS IS:2’( French Equivalent to ASTM) and in IS:1892.

Results: the ‘Limit pressure P’ or pressure at which failure occurs reflects directly on the bearing capacity; with modulus of deformation E’, the settlement can be calculated.

Applications: An efficient and economical tool for the evaluation of most ground engineering problems and in particular.
•    Bearing capacity of shallow and deep foundations, piles or caissons
•    Settlement calculations of all foundations
•    Determination of earth pressure on retaining structures
•    Behavior of laterally loaded piles

The equipment consist of the following replaceable parts:
EKE 14101: Control Panel – 1 No
EKE 14102: Coaxial Connector – 1 No
EKE 14104: Coaxial Nylon Hose, with End Connectors (for Pressure upto 25 bar) – No
EKE 14105: Connection Rod – 1 No
EKE 14106: Drill Rod, 1 m long – 15 Nos
EKE 14107: Pressure Inlet Hose with End Connectors – 1 No
EKE 14108: Bentonite Pump hand operated complete with Hose – 1 No
EKE 14109: Swivel Handle – 1 No
EKE 14110: Thump Spanner – 2 Nos
EKE 14111: Wheel Top – 2 Nos
EKE 14601: NX Probe without rubber parts – 1 No
EKE 14602: Inner Membrane for NX Probe – 3 Nos
EKE 14604: Rubber Cover for NX Probe – 3 Nos
EKE 14605: 'O’ Ring for AX Probe (pair) – 3 Nos
EKE 14606: NX Probe Crown – 1 No
EKE 14607: NX Size Auger – 2 Nos
EKE 14608: Plain Pressure Testing Pipe for NX Prober – 1 No
EKE 14609: Perforated Pressure Testing Pipe for NX Probe (Set) – 1 No