#: locale=en ## Action ### URL WebFrame_8193144C_014D_31EA_4162_3C0D2A5DCB66.url = https://maps.google.com/maps?output=embed¢er=10.7987259,106.6624053&z=17&q=PORTCOAST+CONSULTANT+CORPORATION WebFrame_8193144C_014D_31EA_4162_3C0D2A5DCB66_mobile.url = https://maps.google.com/maps?output=embed¢er=10.7987259,106.6624053&z=17&q=PORTCOAST+CONSULTANT+CORPORATION LinkBehaviour_CEBAFB5E_F290_19D6_41DB_D1596E6DEC7A.source = https://my.matterport.com/show/?m=RXCB4tJJQf7 WebFrame_7DA166D6_015D_3EE6_4172_BDB68489C69C_mobile.url = https://my.matterport.com/show/?m=RXCB4tJJQf7 WebFrame_7DA166D6_015D_3EE6_4172_BDB68489C69C.url = https://my.matterport.com/show/?m=RXCB4tJJQf7 WebFrame_69CE9355_01BF_37FA_414D_445F54F12536_mobile.url = https://sketchfab.com/models/36069c45d47e43f9b8541a9fb9835291/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_69CE9355_01BF_37FA_414D_445F54F12536.url = https://sketchfab.com/models/36069c45d47e43f9b8541a9fb9835291/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_2F0D595F_0183_08F7_415E_EB0E342A6C42_mobile.url = https://sketchfab.com/models/41e0af4e23064663b2f5fcfe0c128101/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_2F0D595F_0183_08F7_415E_EB0E342A6C42.url = https://sketchfab.com/models/41e0af4e23064663b2f5fcfe0c128101/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1E469913_00CF_337E_415A_B181C2573764_mobile.url = https://sketchfab.com/models/7236a11152e842e58a25ec4fb5b15a98/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1E469913_00CF_337E_415A_B181C2573764.url = https://sketchfab.com/models/7236a11152e842e58a25ec4fb5b15a98/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1259B2D6_00BD_F6E6_4141_FAA91B4183C6.url = https://sketchfab.com/models/9f320301cb1a466fbac76b2da716f7d5/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1259B2D6_00BD_F6E6_4141_FAA91B4183C6_mobile.url = https://sketchfab.com/models/9f320301cb1a466fbac76b2da716f7d5/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1AB52FA9_00CB_2EAA_4140_2B1EE4549F37.url = https://sketchfab.com/models/b28d853877464ee2b480c60295c6cbc6/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_1AB52FA9_00CB_2EAA_4140_2B1EE4549F37_mobile.url = https://sketchfab.com/models/b28d853877464ee2b480c60295c6cbc6/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_23F06D18_00C5_136A_4160_F83AA10571A2_mobile.url = https://sketchfab.com/models/d2f5f8fef2434e8ea5c47dd763f00730/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 WebFrame_23F06D18_00C5_136A_4160_F83AA10571A2.url = https://sketchfab.com/models/d2f5f8fef2434e8ea5c47dd763f00730/embed?autostart=1&ui_infos=0&ui_watermark_link=0&ui_watermark=0 ## Media ### Floorplan ### Image imlevel_7954A285_55C8_BF17_41B9_6F3B9D1D72EF.url = media/map_519EAD6A_0145_73AE_4162_657E4DB87F76_en_0.png imlevel_79549286_55C8_BF15_41C4_666F0D43CE08.url = media/map_519EAD6A_0145_73AE_4162_657E4DB87F76_en_1.png imlevel_7954E286_55C8_BF15_41C1_1ECE3D3A186C.url = media/map_519EAD6A_0145_73AE_4162_657E4DB87F76_en_2.png ### Title video_FFED9615_E97C_065A_41D4_A1A25C30C86B.label = 2_1 video_FBFDF232_E92C_3E5F_41D0_81649293F895.label = 3 (sua) video_F30920A9_E914_1A4D_41EC_3DDA392095B1.label = 6 (1) panorama_102DC73D_0B4B_F44E_419A_3D236C8FD1D3.label = R0010079 panorama_10C2F173_0B36_8CDA_415B_43848A8392BA.label = R0010081 panorama_10DA39E2_0B36_7FF5_4192_5B742C5EBBCD.label = R0010083 panorama_1113527A_0B39_8CCA_41A5_0CB75318DA06.label = R0010084 panorama_11A64102_0B36_8C3A_41A1_6489FCA0D7FF.label = R0010086 panorama_111DB80A_0B3A_9C4A_4194_E19E330D2706.label = R0010087 panorama_110E9D8B_0B39_944A_4161_28A9D73395AA.label = R0010088 panorama_112AC852_0B3A_9CDA_416A_3FD395714F02.label = R0010090 panorama_112082D0_0B3A_8DD6_4189_9932D809A3A6.label = R0010092 map_519EAD6A_0145_73AE_4162_657E4DB87F76.label = Untitled-1 video_FB88D3BD_E917_FE45_41BE_49F51C9EA206.label = khang (sua) ### Video videolevel_7957A325_55C8_BD17_41CD_951823162795.url = media/video_F30920A9_E914_1A4D_41EC_3DDA392095B1_en.mp4 videolevel_7957A325_55C8_BD17_41CD_951823162795.posterURL = media/video_F30920A9_E914_1A4D_41EC_3DDA392095B1_poster_en.jpg videolevel_795512C1_55C8_BF0E_41BC_C9E59D1B0236.url = media/video_FB88D3BD_E917_FE45_41BE_49F51C9EA206_en.mp4 videolevel_795512C1_55C8_BF0E_41BC_C9E59D1B0236.posterURL = media/video_FB88D3BD_E917_FE45_41BE_49F51C9EA206_poster_en.jpg videolevel_7954F268_55C8_BF1D_41CB_7970D33A5DFF.url = media/video_FBFDF232_E92C_3E5F_41D0_81649293F895_en.mp4 videolevel_7954F268_55C8_BF1D_41CB_7970D33A5DFF.posterURL = media/video_FBFDF232_E92C_3E5F_41D0_81649293F895_poster_en.jpg videolevel_7956C2E2_55C8_BF0D_4192_F37E35458001.url = media/video_FFED9615_E97C_065A_41D4_A1A25C30C86B_en.mp4 videolevel_7956C2E2_55C8_BF0D_4192_F37E35458001.posterURL = media/video_FFED9615_E97C_065A_41D4_A1A25C30C86B_poster_en.jpg ## 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 Button_E8F3D24B_FF85_78DF_41D1_BE90C66D5FD5_mobile.label = Constant head Permeameters 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 Button_E8F3624B_FF85_78DF_41E0_4E7ACE4E7C98_mobile.label = Direct Shear test Button_E8F3624B_FF85_78DF_41E0_4E7ACE4E7C98.label = Direct Shear test Button_199441F3_0085_7BCF_4123_DB2A1FD4C71C.label = Equipments Button_199441F3_0085_7BCF_4123_DB2A1FD4C71C_mobile.label = Equipments 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 Image_C557FEC3_F1B0_6956_41E3_C6A55A5EBBD0.url = skin/Image_C557FEC3_F1B0_6956_41E3_C6A55A5EBBD0_en.png Image_C906E76F_E93C_06C5_41E0_0034CF84808C.url = skin/Image_C906E76F_E93C_06C5_41E0_0034CF84808C_en.png Image_C906E76F_E93C_06C5_41E0_0034CF84808C_mobile.url = skin/Image_C906E76F_E93C_06C5_41E0_0034CF84808C_mobile_en.png Image_CBCF9915_E93C_0A45_41E5_19CE37AD6102.url = skin/Image_CBCF9915_E93C_0A45_41E5_19CE37AD6102_en.png Image_CBCF9915_E93C_0A45_41E5_19CE37AD6102_mobile.url = skin/Image_CBCF9915_E93C_0A45_41E5_19CE37AD6102_mobile_en.png Image_E9134D39_FF85_08BA_41DA_A68829375531.url = skin/Image_E9134D39_FF85_08BA_41DA_A68829375531_en.png Image_E9134D39_FF85_08BA_41DA_A68829375531_mobile.url = skin/Image_E9134D39_FF85_08BA_41DA_A68829375531_mobile_en.png ### Label Label_714C5A23_014D_315E_4164_F28E4960F3E2.text = Coming Soon! 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 =
Laboratory Geology
HTMLText_33F62D4E_00DD_13E6_4154_12842F654108_mobile.html =
Laboratory Geology
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.
HTMLText_2EF0193A_0185_08BE_415B_233A91C83188_mobile.html =
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.
HTMLText_1E410915_00CF_337A_4146_CD2F0DDA2EC2_mobile.html =
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.
HTMLText_23F09D1A_00C5_136E_4135_238123385E98_mobile.html =
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.
HTMLText_1AB5AFAB_00CB_2EAE_4160_8149262AD02E_mobile.html =
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.
HTMLText_1254A2D7_00BD_F6E6_4121_64B9CC271DBC.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.
HTMLText_2EF0193A_0185_08BE_415B_233A91C83188.html =
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.
HTMLText_1E410915_00CF_337A_4146_CD2F0DDA2EC2.html =
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.
HTMLText_1AB5AFAB_00CB_2EAE_4160_8149262AD02E.html =
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.
HTMLText_23F09D1A_00C5_136E_4135_238123385E98.html =
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.
HTMLText_E8F2D24B_FF85_78DF_41E2_C33D90958A53.html =
Company Name
www.loremipsum.com
info@loremipsum.com
Tlf.: +11 111 111 111
HTMLText_E8F2D24B_FF85_78DF_41E2_C33D90958A53_mobile.html =
Company Name
www.loremipsum.com
info@loremipsum.com
Tlf.: +11 111 111 111
### Tooltip IconButton_E8F3024B_FF85_78DF_41EC_04567BF3FBD2.toolTip = Floorplan IconButton_E8F3024B_FF85_78DF_41EC_04567BF3FBD2_mobile.toolTip = Floorplan IconButton_E8F2924B_FF85_78DF_41D9_C1439B103BB8_mobile.toolTip = Information IconButton_E8F2924B_FF85_78DF_41D9_C1439B103BB8.toolTip = Information IconButton_E8F3524B_FF85_78DF_41E9_DE1F2AD01A99_mobile.toolTip = Location IconButton_E8F3524B_FF85_78DF_41E9_DE1F2AD01A99.toolTip = Location ## Tour ### Description ### Title tour.name = LAB Portcoast