✦ LIBER ✦

Experimental Study on the Effects of Initial Conditions on Liquefaction of Saturated and Unsaturated Sand

✍ Scribed by Liu, Chunyang; Xu, Jiting

Book ID: 121001010
Publisher: American Society of Civil Engineers
Year: 2015
Tongue: English
Weight: 966 KB
Volume: 15
Category: Article
ISSN: 1532-3641
DOI: 10.1061/(ASCE)GM.1943-5622.0000350

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Effects of Saturation and Back Pressure

Effects of Saturation and Back Pressure on Sand Liquefaction

✍ Xia, Hong; Hu, Ting 📂 Article 📅 1991 🏛 American Society of Civil Engineers 🌐 English ⚖ 823 KB

Experimental study on the effect of cycl

Experimental study on the effect of cyclic preloading on the resistance to liquefaction of saturated loose sand under wave loading

✍ Zhen-dong Zhang; Mao-tian Luan; Dan Jin; Ying Guo; Ying Nie 📂 Article 📅 2009 🏛 Chinese Electronic Periodical Services 🌐 English ⚖ 507 KB

Experimental study of the grading charac

Experimental study of the grading characteristic effect on the liquefaction resistance of various graded sands and gravelly sands

✍ Janalizadeh Choobbasti, Asskar; Ghalandarzadeh, Abbas; Esmaeili, Mohammad 📂 Article 📅 2013 🏛 Springer-Verlag 🌐 English ⚖ 775 KB

Static liquefaction of sandy soil: An ex

Static liquefaction of sandy soil: An experimental investigation into the effects of saturation and initial state

✍ Noureddine Della; Ahmed Arab; Mostefa Belkhatir 📂 Article 📅 2010 🏛 Springer Vienna 🌐 English ⚖ 639 KB

Experimental study of seismic cyclic loa

Experimental study of seismic cyclic loading effects on small strain shear modulus of saturated sands

✍ Zhou Yan-guo; Chen Yun-min; Huang Bo 📂 Article 📅 2005 🏛 SP Zhejiang University Press 🌐 English ⚖ 784 KB

Experimental investigation of the effect

Experimental investigation of the effect of grading characteristics on the liquefaction resistance of various graded sands

✍ Y. Yilmaz; M. Mollamahmutoglu; V. Ozaydin; K. Kayabali 📂 Article 📅 2008 🏛 Elsevier Science 🌐 English ⚖ 927 KB

The liquefaction susceptibility of various graded fine to medium saturated sands are evaluated by stress controlled cyclic triaxial laboratory tests. Cyclic triaxial tests are performed on reconstituted specimens having global relative density of 60%. In all cyclic triaxial tests; loading pattern is