Auteur Hoe I. Ling
Documents disponibles écrits par cet auteur (9)
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Article : texte imprimé
Hoe I. Ling, Auteur ; Huabei Liu, Auteur ; Victor N. Kaliakin ; Leshchinsky, Dov ; Landis, Eric N., Éditeur scientifique |An advanced generalized plasticity soil model and bounding surface geosynthetic model, in conjunction with a dynamic finite element procedure, are used to analyze the behavior of geosynthetic-reinforced soil retaining walls. The construction beh[...]
Article : texte imprimé
Henry Ling, Auteur ; Hoe I. Ling, Auteur |This study focused on landslides resulting from heavy precipitation, such as rainfall from hurricanes. A series of centrifuge model simulations were performed with reference to a landslide that occurred during Typhoon Nabi in Japan in 2005. The [...]
Article : texte imprimé
Hoe I. Ling, Auteur ; Min-Hao Wu, Auteur ; Leshchinsky, Dov, Auteur |This paper demonstrates the use of a centrifuge modeling technique in studying slope instability. The slope models were prepared from sand, and sand mixed with 15 and 30% fines by weight, compacted at optimum water content. The validity of the m[...]
Article : texte imprimé
Hoe I. Ling, Auteur ; Leshchinsky, Dov, Auteur ; Mohri, Yoshiyuki, Auteur |This paper reports on the seismic performance of three geosynthetic-reinforced segmental retaining wall systems backfilled with a silty sand mixture, using a shaking table excited by 1995 Kobe earthquake loadings. The preparation of the backfill[...]
Article : texte imprimé
Hoe I. Ling, Auteur ; Yang, Songtao, Auteur ; Leshchinsky, Dov, Auteur |A finite-element procedure was used to simulate the dynamic behavior of four full-scale reinforced soil retaining walls subjected to earthquake loading. The experiments were conducted at a maximum horizontal acceleration of over 0.8 g, with two [...]
Article : texte imprimé
Hoe I. Ling, Auteur ; Leshchinsky, Dov, Auteur ; Jui-Pin Wang, Auteur |This paper summarizes the seismic response of five large-scale retaining walls having a geocell facing. The walls were 2.8m high and the backfill and foundation soil were a fine sand compacted to 90% standard Proctor density (relative density of[...]
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Hoe I. Ling, Auteur ; Emi Ling, Auteur ; Jui-Pin Wang, Auteur |Cyclic loading has been known to induce fluid flow and thus mechanotransduction in bones. In the past, four-point bending tests have been used exclusively in studying fluid flow in bones. In order to better understand the mechanism of deformatio[...]
Article : texte imprimé
Huabei Liu, Auteur ; Hoe I. Ling, Auteur |The static and dynamic behaviors of reinforced soil structures are possibly subjected to the effects of creep or stress relaxation due to the time-dependent behavior of geosynthetic inclusions and backfill. To simulate the time-dependent monoton[...]
Article : texte imprimé
Hoe I. Ling, Auteur ; Yang, Songtao, Auteur ; George Z. Voyiadjis, Éditeur scientifique |Based on the critical state concept and with the use of a state parameter, a unified generalized plasticity model is proposed for sand. The model uses a nonlinear critical state line. The plastic modulus, loading vectors and plastic flow directi[...]
