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## Action
### URL
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## Media
### Floorplan
### Image
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### Title
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map_519EAD6A_0145_73AE_4162_657E4DB87F76.label = Untitled-1
video_FB88D3BD_E917_FE45_41BE_49F51C9EA206.label = khang (sua)
### Video
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## Skin
### Button
Button_E8F3C24B_FF85_78DF_41E5_9CCC89852CD0_mobile.label = Humboldt - USA
Button_E8F3C24B_FF85_78DF_41E5_9CCC89852CD0.label = Humboldt - USA
Button_E8F51248_FF85_78D9_41E3_8A824881A9B1.label = 360° Model
Button_E8F51248_FF85_78D9_41E3_8A824881A9B1_mobile.label = 360° Model
Button_E8F46247_FF85_78D7_41EC_839DC47C3511_mobile.label = 360° View
Button_E8F46247_FF85_78D7_41EC_839DC47C3511.label = 360° View
Button_E8F54249_FF85_78DB_41E0_9710A8F665FC_mobile.label = 3D Model
Button_E8F54249_FF85_78DB_41E0_9710A8F665FC.label = 3D Model
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Button_E8F3D24B_FF85_78DF_41D1_BE90C66D5FD5.label = Constant head Permeameters
Button_E8F2524B_FF85_78DF_41E3_672D88F94EE9.label = Constant rate of strain
Button_E8F2524B_FF85_78DF_41E3_672D88F94EE9_mobile.label = Constant rate of strain
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Button_E8F3624B_FF85_78DF_41E0_4E7ACE4E7C98.label = Direct Shear test
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Button_E8F2924B_FF85_78DF_41E5_579199383B2D.label = Game
Button_E8F2924B_FF85_78DF_41E5_579199383B2D_mobile.label = Game
Button_E8F3224B_FF85_78DF_41E3_1CC11FAFF2A5.label = LoadTrac II / FlowTrac II system
Button_E8F3224B_FF85_78DF_41E3_1CC11FAFF2A5_mobile.label = LoadTrac II / FlowTrac II system
Button_E8F3C24B_FF85_78DF_41E5_9CCC89852CD0_mobile.pressedLabel = Lorem Ipsum
Button_E8F3C24B_FF85_78DF_41E5_9CCC89852CD0.pressedLabel = Lorem Ipsum
### Image
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### Label
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Label_714C5A23_014D_315E_4164_F28E4960F3E2_mobile.text = Coming Soon!
Label_EE10D936_F190_2B3E_41D9_BE9B139CAF1D.text = Touch any where to close menu!
### Multiline Text
HTMLText_33F62D4E_00DD_13E6_4154_12842F654108.html =
HTMLText_33F62D4E_00DD_13E6_4154_12842F654108_mobile.html =
HTMLText_1254A2D7_00BD_F6E6_4121_64B9CC271DBC_mobile.html = Constant head Permeameters
Constant head Permeameters is used to determine permeability coefficient of of granular soils. This test is performed in according to ASTM D2434.
One-dimension consolidometer
(Humboldt - USA)
One-dimension consolidometer (Humboltd, USA) can be reached to maximum pressure of 64 kG/cm2. Displacement transducer MLT system connect with datalogger supplied by M-System (Japan). During test, data will be controlled and updated by M-System software, continuously. Warning will be activated when strain gauge out of safety limitation.
Direct Shear test equipment
Direct Shear test equipment manufactured by Humboldt using Loadcell and MLTs to monitor the shear force and MLTs are used to monitor both vertical and horizontal deformation. The data are automatically recorded and stored by Datalogger.
The test purposed to evaluate soil shear strength in condition of undrain and drain according to ASTM 3080.
The test equipment can apply maximum normal stress up to 32 kG/cm2, the dimensions of square shear box is appropriate for soil specimen of 2.5 inches in diameter and height of 1 inch.
Load cell with capacity of 1KN.
Strain gauge to measuring vertical and horizontal displacement with capacity of 0.6 inch
Shear rate ranging of 0.001 to 15mm/min.
LoadTrac II / FlowTrac II system
LoadTrac II / FlowTrac II system (GeoComp-USA ) are used to carry out the triaxial compression test. The system consists of flow pump system FlowTrac II and machine with multiple capability LoadTrac II. The system will be connected to the computer network by network card, thereby tesing process will be fully automatically controlled by Triaxial professional programme. It includes saturation stage, consolidation stage (Isotropic and K0 condition), and shearing with constant rate or any stress path. In report, the programme will automatically output the detail report for test.
Triaxial tests for cohesive soil with models such as: UU, CIU, CID, CKoU, Multistage.
Constant rate of strain equipment
(CRS)
CRS equipment is used to complete a consolidation test within one day instead seven by conventional one-dimension consolidometer. Process of loading and unloading shall be automatically controlled by ICON software. Fully automation of testing procedure aimed to reduce human error and enhance accuracy of testing, that is dependent on the data transmission and processing capacity of transducer reached to 22 bits.
The CRS test is carried out to determine soil compressibility parameters such as compression index (Cc), recompression index (Cr), reconsolidation pressure (Pmax), and the coefficient of consolidation (Cv90), pore water pressure.
Constant head Permeameters
Constant head Permeameters is used to determine permeability coefficient of of granular soils. This test is performed in according to ASTM D2434.
One-dimension consolidometer
(Humboldt - USA)
One-dimension consolidometer (Humboltd, USA) can be reached to maximum pressure of 64 kG/cm2. Displacement transducer MLT system connect with datalogger supplied by M-System (Japan). During test, data will be controlled and updated by M-System software, continuously. Warning will be activated when strain gauge out of safety limitation.
Direct Shear test equipment
Direct Shear test equipment manufactured by Humboldt using Loadcell and MLTs to monitor the shear force and MLTs are used to monitor both vertical and horizontal deformation. The data are automatically recorded and stored by Datalogger.
The test purposed to evaluate soil shear strength in condition of undrain and drain according to ASTM 3080.
The test equipment can apply maximum normal stress up to 32 kG/cm2, the dimensions of square shear box is appropriate for soil specimen of 2.5 inches in diameter and height of 1 inch.
Load cell with capacity of 1KN.
Strain gauge to measuring vertical and horizontal displacement with capacity of 0.6 inch
Shear rate ranging of 0.001 to 15mm/min.
Constant rate of strain equipment
(CRS)
CRS equipment is used to complete a consolidation test within one day instead seven by conventional one-dimension consolidometer. Process of loading and unloading shall be automatically controlled by ICON software. Fully automation of testing procedure aimed to reduce human error and enhance accuracy of testing, that is dependent on the data transmission and processing capacity of transducer reached to 22 bits.
The CRS test is carried out to determine soil compressibility parameters such as compression index (Cc), recompression index (Cr), reconsolidation pressure (Pmax), and the coefficient of consolidation (Cv90), pore water pressure.
LoadTrac II / FlowTrac II system
LoadTrac II / FlowTrac II system (GeoComp-USA ) are used to carry out the triaxial compression test. The system consists of flow pump system FlowTrac II and machine with multiple capability LoadTrac II. The system will be connected to the computer network by network card, thereby tesing process will be fully automatically controlled by Triaxial professional programme. It includes saturation stage, consolidation stage (Isotropic and K0 condition), and shearing with constant rate or any stress path. In report, the programme will automatically output the detail report for test.
Triaxial tests for cohesive soil with models such as: UU, CIU, CID, CKoU, Multistage.
Company Name
www.loremipsum.com
info@loremipsum.com
Tlf.: +11 111 111 111
Company Name
www.loremipsum.com
info@loremipsum.com
Tlf.: +11 111 111 111