المؤلفون: YING Hongwei, XU Dingye, WANG Di, ZHANG Lisha

المصدر: Shanghai Jiaotong Daxue xuebao, Vol 54, Iss 12, Pp 1300-1306 (2020)

مصطلحات موضوعية: non-darcy flow, foundation pit, excess pore pressure response, aquitard, exit gradient, Engineering (General). Civil engineering (General), TA1-2040, Chemical engineering, TP155-156, Naval architecture. Shipbuilding. Marine engineering, VM1-989

وصف الملف: electronic resource

Relation: http://xuebao.sjtu.edu.cn/CN/10.16183/j.cnki.jsjtu.2019.036; https://doaj.org/toc/1006-2467

URL الوصول: https://doaj.org/article/36188c87a6c74fae8687d0f49c38e623

المؤلفون: Wen-Gang Qi, Fu-Ping Gao

المصدر: Theoretical and Applied Mechanics Letters, Vol 5, Iss 1, Pp 20-23 (2015)

مصطلحات موضوعية: Pore-pressure response, Liquefaction criterion, Momentary liquefaction, Analytical approximation, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2095034915000100; https://doaj.org/toc/2095-0349

URL الوصول: https://doaj.org/article/a08930804e3d493a8cd45f771a54e5c9

المؤلفون: 杨鲤境, 漆文刚, Li, Yuzhu, 高福平

المساهمون: Qi, WG (corresponding author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China., Qi, WG (corresponding author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing, Peoples R China.

مصطلحات موضوعية: wave-current coupling effects, pore pressure response, physical modeling, analytical solution, sandy seabed, Oceanography, 一类

Relation: JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS; http://dspace.imech.ac.cn/handle/311007/92607

الاتاحة: http://dspace.imech.ac.cn/handle/311007/92607
https://doi.org/10.1029/2022JC019158

المؤلفون: Qi, Wen-Gang, Shi, Yu-Min, Gao, Fu-Ping

مصطلحات موضوعية: Wave-seabed-pipeline interaction, Poro-elastoplastic model, Buried pipe, Transient pore-pressure response, Vertical soil resistance, SUBMARINE PIPELINE, NONLINEAR-WAVE, LIQUEFIED SOIL, LIQUEFACTION, MECHANISMS, PRESSURES, PIPES, FLOW, Engineering, Oceanography, Ocean

Relation: APPLIED OCEAN RESEARCH; http://dspace.imech.ac.cn/handle/311007/81510

الاتاحة: http://dspace.imech.ac.cn/handle/311007/81510
https://doi.org/10.1016/j.apor.2019.102024

المؤلفون: Ignat, Razvan, Baker, Sadek, Liedberg, Sven, Larsson, Stefan

المصدر: Canadian geotechnical journal (Print). 53(10):1671-1687

مصطلحات موضوعية: dry deep mixing, field test, excavation support, failure mechanism, pore pressure response

وصف الملف: print

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188805

المؤلفون: Li H, Wang SQ, Chen XG, 胡存, Liu JZ

المساهمون: Wang, Shuqing

مصطلحات موضوعية: Pipeline, liquefaction depth, scour depth, pore pressure response, anisotropic seabed, INDUCED PORE PRESSURES, CIRCULAR-CYLINDER, FLOW, INSTABILITY, GENERATION, MECHANISM, MODEL, Engineering, Oceanography, Mining & Mineral Processing, Ocean, Geological, Q3

Relation: MARINE GEORESOURCES & GEOTECHNOLOGY; http://dspace.imech.ac.cn/handle/311007/81403; http://dspace.imech.ac.cn/handle/311007/81404

الاتاحة: http://dspace.imech.ac.cn/handle/311007/81403
http://dspace.imech.ac.cn/handle/311007/81404
https://doi.org/10.1080/1064119X.2019.1689588

المؤلفون: Doherty, Paul

مصطلحات موضوعية: Pile capacity, Static pile, Design, Pile testing, Pore pressure response, Radial stresses, Shear transfer, Particle reorientation

Relation: Proceedings of the 34th Annual Conference on Deep Foundations, Kansas City, USA, October, 2009; http://hdl.handle.net/10197/5411

الاتاحة: http://hdl.handle.net/10197/5411

المؤلفون: Tsiapas, Ioannis, 1986

مصطلحات موضوعية: Liquefaction, Prefabricated vertical drains, Pore pressure response

وصف الملف: application/pdf

الاتاحة: http://hdl.handle.net/2152/ETD-UT-2012-05-5845

المؤلفون: Li, XS

مصطلحات موضوعية: Bounding surface, Earthquake loading, Fully-coupled formulation, Ground response, Hypoplasticity, Multi-directional analysis, Pore-pressure response, Rotational shear

Relation: http://repository.ust.hk/ir/Record/1783.1-26642; Soil dynamics and earthquake engineering, v. 16, (1), 1997, JAN, p. 9-19; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=0267-7261&rft.volume=16&rft.issue=1&rft.date=1997&rft.spage=9&rft.epage=19&rft.aulast=Li&rft.aufirst=XS&rft.atitle=Rotational+shear+effects+on+ground+earthquake+response; http://gateway.isiknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=LinksAMR&SrcApp=PARTNER_APP&DestLinkType=FullRecord&DestApp=WOS&KeyUT=A1997WH13500002; http://www.scopus.com/record/display.url?eid=2-s2.0-0030904264&origin=inward

الاتاحة: http://repository.ust.hk/ir/Record/1783.1-26642
http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=0267-7261&rft.volume=16&rft.issue=1&rft.date=1997&rft.spage=9&rft.epage=19&rft.aulast=Li&rft.aufirst=XS&rft.atitle=Rotational+shear+effects+on+ground+earthquake+response
http://gateway.isiknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=LinksAMR&SrcApp=PARTNER_APP&DestLinkType=FullRecord&DestApp=WOS&KeyUT=A1997WH13500002
http://www.scopus.com/record/display.url?eid=2-s2.0-0030904264&origin=inward

المؤلفون: Palat, Akhila

Advisors: Hendry, Michael (Civil and Environmental Engineering)

URL: https://era.library.ualberta.ca/items/21014bb1-9c05-4228-af36-9bff5a29a226/view/93db8b2e-65d4-4ff6-8274-c9b2ed987833/Palat_Akhila_202208_PhD.pdf

المؤلفون: Groholski, David

المساهمون: Hashash, Youssef M., Ghaboussi, Jamshid, Long, James H., Mesri, Gholamreza, Olson, Scott M., Matasovic, Neven

مصطلحات موضوعية: downhole array, inverse analysis, soil behavior, site response analysis, pore pressure response

Relation: http://hdl.handle.net/2142/34471

الاتاحة: http://hdl.handle.net/2142/34471

المؤلفون: Tsiapas, Ioannis, 1986-

Committee Members: Rathje, Ellen M.; El Mohtar, Chadi

URL: http://hdl.handle.net/2152/ETD-UT-2012-05-5845