Laboratory study of small-strain behavior of a compacted silty sand
A Heitor, B Indraratna… - Canadian Geotechnical …, 2013 - cdnsciencepub.com
Small-strain behavior is a key indicator for assessing the performance of compacted fills.
Compaction conditions, ie, initial moisture content and applied energy, govern compaction …
Compaction conditions, ie, initial moisture content and applied energy, govern compaction …
Determination of shear modulus and damping ratio of normally consolidated unsaturated kaolin
M Mojezi, M Biglari, MK Jafari… - International Journal of …, 2020 - Taylor & Francis
Shear modulus (G) and damping ratio (D) are efficient and important parameters in
estimation of seismic response of a site. Recently by development of the advanced …
estimation of seismic response of a site. Recently by development of the advanced …
Monotonic, cyclic and post-cyclic behaviour of an unsaturated clayey soil
SMR Hosseini, SA Naeini… - International Journal of …, 2017 - Taylor & Francis
Geotechnical design for unsaturated soils requires an understanding of their fundamental
characteristics. In this paper, in order to study the monotonic, cyclic and post-cyclic …
characteristics. In this paper, in order to study the monotonic, cyclic and post-cyclic …
An Investigation of Local Site Effects Using Linear and Nonlinear analysis and Comparison Between Them
Recent code provisions for building and other structures (1994 and 1997 NEHRP
provisions, 1997 UBC) have adopted new site classification. The new site classification …
provisions, 1997 UBC) have adopted new site classification. The new site classification …
Nonlinear ground response analysis of unsaturated soil deposits
Nonlinear site response analysis is widely used in evaluating local soil effects on
propagated ground motion. Nonlinear and dissipative behavior of soil deposits are modeled …
propagated ground motion. Nonlinear and dissipative behavior of soil deposits are modeled …
The impact of soil suction variation on earthquake intensity indices
Soil properties can completely change the ground motion characteristics as they travel from
the bedrock to the surface because, soil as a low-pass filter, may amplify or deamplify …
the bedrock to the surface because, soil as a low-pass filter, may amplify or deamplify …
[PDF][PDF] EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING
The influence of matric suction as a stress state variable of unsaturated soil on shear
modulus and also nonlinearity of soil has been recognized in several researches. Therefore …
modulus and also nonlinearity of soil has been recognized in several researches. Therefore …
تأثیر مکش بر پاسخ لرزهای خطی و خطی معادل خاکهای غیر اشباع
فولادی, فرشاد, بیگلری, مهنوش, عشایری, ایمان - فصلنامه علوم و مهندسی زلزله, 2015 - bese.ir
مباحث مربوط به مکانیک خاکهای غیراشباع که اخیراً بیشتر مورد توجه قرار گرفته و بسیاری از
مفاهیم مکانیک خاک کلاسیک را به چالش کشیده است نشان میدهد توصیف محیطهای متشکل از سه …
مفاهیم مکانیک خاک کلاسیک را به چالش کشیده است نشان میدهد توصیف محیطهای متشکل از سه …