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_ce-board-hge-problem-24-hydraulics-and-geotechnical-engineering-ce-nov-2023.jpg "The laboratory compaction test of a certain type of soil gives a maximum dry density of 1.486g/cmwith an optimum moisture content of 12.5 % . The following are the results of a field unit weight determination test using sand cone method.<br/><br/>volume of soil excavated from the hole = 0.001337 mg<br/>weight of soil from the hole when wet = 2200 g<br/>weight of dry soil = 1890 g<br/><br/>a. determine the field unit weight of soil<br/>b. what is the situ water content of soil ?<br/>c. determine the relative compaction<br/>-<br/>paki pindot po sa \")
⏲ 3:37 👁 10K
_ce-board-hge-problem-21-hydraulics-and-geotechnical-engineering-ce-nov-2012.jpg "The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .<br/>The Moist Unit Weight of soil is 19.04kN/m <br/><br/>a. Specific Gravity<br/>b. Dry Unit Weight<br/>c. Water Content<br/>-<br/>paki pindot po sa \")
⏲ 2:34 👁 10K
_ce-board-hge-problem-20-hydraulics-and-geotechnical-engineering-ce-may-2016.jpg "A soil has a dry unit weight of 15kN/mand a void ratio of 0.50<br/>a. Specific Gravity<br/>b. Saturated Unit Weight <br/>c. Hydraulic Gradient at critical condition<br/>-<br/>paki pindot po sa \")
⏲ 2:13 👁 10K
_ce-board-hge-problem-19-hydraulics-and-geotechnical-engineering-ce-may-2012.jpg "Carbon tetrachloride with a mass of 500 kg is placed in container with 0.315 m in volume.<br/>a. Weight<br/>b. Unit Weight<br/>c. Specific Gravity<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
⏲ 2:7 👁 10K
_ce-board-hge-problem-18-hydraulics-and-geotechnical-engineering-ce-may-2015.jpg "The moist unit weight of a soil is 16.5kN/m.If it has a moisture content of 15%. Determine the mass of water, in kg/mto be added to reach full saturation. Specific gravity of soil is 2.7 <br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
⏲ 3:20 👁 10K
_officer-purvi-abhijeet-scrutiny---cid---team-operation--.jpg "Officer Purvi और Abhijeet ने की कुछ अलग ढंग से Scrutiny _ CID _ Team Operation _ from cid exames rotina")
⏲ 42:57 👁 10K
_introduction-to-electromagnetic-amp-mechanical-waves-for-middle-school-or-older-ngss-ms-ps4-2-hs-ps4-5-ps4-c.jpg "This video is designed to help introduce Middle School students (or older students) to electromagnetic and mechanical waves. We define a vacuum, physical medium, transverse waves, longitudinal waves and give common examples of electromagnetic and mechanical waves. <br/><br/>You can download the free Science Video Worksheet that we made for this video at the following link: https://www.teacherspayteachers.com/Product/Intro-to-Electromagnetic-Mechanical-Waves-Video-sheet-Google-Forms-more-V2-11243987<br/><br/>Credits: <br/>Longitudinal wave animation by Dr. Dan Russel of Pennsylvania State University, https://www.acs.psu.edu/drussell/Demos/waves/wavemotion.html<br/>Traveling wave animation of sound by Dr. Dan Russel of Pennsylvania State University, https://www.acs.psu.edu/drussell/Demos/phase-p-u/phase-p-u.html<br/><br/>Black hole by NASA Goddard<br/>Cosmic background radiation by the European Space Agency<br/>Black holes merging by: Ligo and Caltech, https://www.ligo.caltech.edu/video/ligo20160615v1<br/>Virgo aerial view: https://www.ligo.caltech.edu/image/ligo20170927e<br/>Animation of transverse and longitudinal waves by Dr. Gallis of Penn State Schuylkill: https://phys23p.sl.psu.edu/phys_anim/Phys_anim.htm <br/><br/>Other free resources we've made:<br/>- For links to many free educational resources, please visit our website (no 3rd party advertising, no subscriptions, no paywalls): https://TestPrepLLC.org/<br/><br/>- For our free apps for Apple's Mac and iPad (collects no data, no advertising, no subscriptions, no paywalls, no in-app purchases), please visit our page on the Apple App Store. These apps include Common Core and State based practice tests in math, and State science exams based on NGSS and State curriculums (all with detailed, colorful explanations): https://apps.apple.com/us/developer/test-prep-llc/id1727786893<br/><br/>Best wishes,<br/>The staff at Test Prep LLC<br/>https://TestPrepLLC.org<br/><br/>#NGSS")
⏲ 9:54 👁 5K
_suspense-cid---case-cid-team-panjabi-and-kashimiri---cid--.jpg "Suspense CID _ एक Case केलिये CID Team बन गया Panjabi And Kashimiri _ CID _ सीआइ from cid exames rotina")
⏲ 47:1 👁 5K
_ce-board-hgeproblem-27-3-hydraulics-and-geotechnical-engineering-ce-april-2023.jpg "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>c. Evaluate the effective pressure, in kPa, when there is no water in the sand layer<br/>but remain in moist condition at the same degree of saturation<br/>-<br/>paki pindot po sa \")
⏲ 3:53 👁 5K
_ce-board-hge-problem-27-2-hydraulics-and-geotechnical-engineering-ce-april-2023.jpg "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>b. Evaluate the effective pressure, in kPa, after lowering of the water table<br/>-<br/>paki pindot po sa \")
⏲ 3:54 👁 5K
_cracking-upsc-a-standup-comedy-special-laughter-beyond-the-civil-services-exam.jpg "Prepare for a laugh riot like never before as we present \")
⏲ 37:26 👁 5K
_tribute-to-dr-hamayun-huma-saib-pioneer-of-degree-college-timergara-dir-samiullah-khatir.jpg "Tribute To Dr. Hamayun Huma Saib, Pioneer of Degree College Timergara Dir. Samiullah Khatir.<br/><br/>Keywords:<br/>Samiullah Khatir<br/>Pashto language<br/>Social issues<br/>Pakistani politics<br/>Poetry<br/>YouTube channel<br/>Social mobilizer<br/>Dir, Pakistan<br/><br/>Likely search queries:<br/><br/>Who is Samiullah Khatir?<br/><br/>Samiullah Khatir YouTube channel<br/>@Samiullahkhatir<br/>Samiullah Khatir poetry<br/>search Google Or Youtube for poetry.<br/><br/>Samiullah Khatir on social issues.<br/><br/>Samiullah Khatir on Pakistani politics<br/><br/>Samiullah Khatir, social mobilizer at RDO Dir in 2005, 2009 & 2010.<br/><br/>Search terms around your name:<br/>\")
⏲ 3:57 👁 5K
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_ce-board-hge-problem-24-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "The laboratory compaction test of a certain type of soil gives a maximum dry density of 1.486g/cmwith an optimum moisture content of 12.5 % . The following are the results of a field unit weight determination test using sand cone method.<br/><br/>volume of soil excavated from the hole = 0.001337 mg<br/>weight of soil from the hole when wet = 2200 g<br/>weight of dry soil = 1890 g<br/><br/>a. determine the field unit weight of soil<br/>b. what is the situ water content of soil ?<br/>c. determine the relative compaction<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-21-hydraulics-and-geotechnical-engineering-ce-nov-2012.webp "The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .<br/>The Moist Unit Weight of soil is 19.04kN/m <br/><br/>a. Specific Gravity<br/>b. Dry Unit Weight<br/>c. Water Content<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-20-hydraulics-and-geotechnical-engineering-ce-may-2016.webp "A soil has a dry unit weight of 15kN/mand a void ratio of 0.50<br/>a. Specific Gravity<br/>b. Saturated Unit Weight <br/>c. Hydraulic Gradient at critical condition<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-19-hydraulics-and-geotechnical-engineering-ce-may-2012.webp "Carbon tetrachloride with a mass of 500 kg is placed in container with 0.315 m in volume.<br/>a. Weight<br/>b. Unit Weight<br/>c. Specific Gravity<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-18-hydraulics-and-geotechnical-engineering-ce-may-2015.webp "The moist unit weight of a soil is 16.5kN/m.If it has a moisture content of 15%. Determine the mass of water, in kg/mto be added to reach full saturation. Specific gravity of soil is 2.7 <br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_officer-purvi-abhijeet-scrutiny---cid---team-operation--.webp "Officer Purvi और Abhijeet ने की कुछ अलग ढंग से Scrutiny _ CID _ Team Operation _ from cid exames rotina")
_introduction-to-electromagnetic-amp-mechanical-waves-for-middle-school-or-older-ngss-ms-ps4-2-hs-ps4-5-ps4-c.webp "This video is designed to help introduce Middle School students (or older students) to electromagnetic and mechanical waves. We define a vacuum, physical medium, transverse waves, longitudinal waves and give common examples of electromagnetic and mechanical waves. <br/><br/>You can download the free Science Video Worksheet that we made for this video at the following link: https://www.teacherspayteachers.com/Product/Intro-to-Electromagnetic-Mechanical-Waves-Video-sheet-Google-Forms-more-V2-11243987<br/><br/>Credits: <br/>Longitudinal wave animation by Dr. Dan Russel of Pennsylvania State University, https://www.acs.psu.edu/drussell/Demos/waves/wavemotion.html<br/>Traveling wave animation of sound by Dr. Dan Russel of Pennsylvania State University, https://www.acs.psu.edu/drussell/Demos/phase-p-u/phase-p-u.html<br/><br/>Black hole by NASA Goddard<br/>Cosmic background radiation by the European Space Agency<br/>Black holes merging by: Ligo and Caltech, https://www.ligo.caltech.edu/video/ligo20160615v1<br/>Virgo aerial view: https://www.ligo.caltech.edu/image/ligo20170927e<br/>Animation of transverse and longitudinal waves by Dr. Gallis of Penn State Schuylkill: https://phys23p.sl.psu.edu/phys_anim/Phys_anim.htm <br/><br/>Other free resources we've made:<br/>- For links to many free educational resources, please visit our website (no 3rd party advertising, no subscriptions, no paywalls): https://TestPrepLLC.org/<br/><br/>- For our free apps for Apple's Mac and iPad (collects no data, no advertising, no subscriptions, no paywalls, no in-app purchases), please visit our page on the Apple App Store. These apps include Common Core and State based practice tests in math, and State science exams based on NGSS and State curriculums (all with detailed, colorful explanations): https://apps.apple.com/us/developer/test-prep-llc/id1727786893<br/><br/>Best wishes,<br/>The staff at Test Prep LLC<br/>https://TestPrepLLC.org<br/><br/>#NGSS")
_suspense-cid---case-cid-team-panjabi-and-kashimiri---cid--.webp "Suspense CID _ एक Case केलिये CID Team बन गया Panjabi And Kashimiri _ CID _ सीआइ from cid exames rotina")
_ce-board-hgeproblem-27-3-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>c. Evaluate the effective pressure, in kPa, when there is no water in the sand layer<br/>but remain in moist condition at the same degree of saturation<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-27-2-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>b. Evaluate the effective pressure, in kPa, after lowering of the water table<br/>-<br/>paki pindot po sa \")
_cracking-upsc-a-standup-comedy-special-laughter-beyond-the-civil-services-exam.webp "Prepare for a laugh riot like never before as we present \")
_tribute-to-dr-hamayun-huma-saib-pioneer-of-degree-college-timergara-dir-samiullah-khatir.webp "Tribute To Dr. Hamayun Huma Saib, Pioneer of Degree College Timergara Dir. Samiullah Khatir.<br/><br/>Keywords:<br/>Samiullah Khatir<br/>Pashto language<br/>Social issues<br/>Pakistani politics<br/>Poetry<br/>YouTube channel<br/>Social mobilizer<br/>Dir, Pakistan<br/><br/>Likely search queries:<br/><br/>Who is Samiullah Khatir?<br/><br/>Samiullah Khatir YouTube channel<br/>@Samiullahkhatir<br/>Samiullah Khatir poetry<br/>search Google Or Youtube for poetry.<br/><br/>Samiullah Khatir on social issues.<br/><br/>Samiullah Khatir on Pakistani politics<br/><br/>Samiullah Khatir, social mobilizer at RDO Dir in 2005, 2009 & 2010.<br/><br/>Search terms around your name:<br/>\")
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