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 …

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 …

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 …

An Investigation of Local Site Effects Using Linear and Nonlinear analysis and Comparison Between Them

AK Panah, A Nouri - Civil Engineering Journal, 2016 - civilejournal.org
Recent code provisions for building and other structures (1994 and 1997 NEHRP
provisions, 1997 UBC) have adopted new site classification. The new site classification …

Nonlinear ground response analysis of unsaturated soil deposits

M Biglari, I Ashayeri, F Fouladi - Proc. of the 6th International …, 2014 - api.taylorfrancis.com
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 …

The impact of soil suction variation on earthquake intensity indices

M Biglari, F Fouladi, I Ashayeri - E3S Web of Conferences, 2016 - e3s-conferences.org
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 …

[PDF][PDF] EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING

F FOULADI, M BIGLARI, I ASHAYERI - academia.edu
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 …

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 …