STUDY OF TIME-DEPENDENT BEHAVIOR OF SOFT CLAYS IN DEEP EXCAVATIONS
Deep excavations in soft clayey soils usually cause excessive ground settlement and wall movements due to the creep in soft soils. One of the commonly used methods for predicting...
Main Authors: | J. Maleki, A. Pak |
---|---|
Format: | Article |
Language: | fas |
Published: |
Sharif University of Technology
2020-02-01
|
Series: | مهندسی عمران شریف |
Subjects: | |
Online Access: | https://sjce.journals.sharif.edu/article_20953_c2158110331202a29aac7bcf386d81bd.pdf |
Similar Items
-
INVESTIGATION INTO THE EFFECT OF INNER STEEL TUBE- CONCRETE COMPOSITE ACTION ON THE FIRE RESISTANCE OF CFDST COLUMNS
by: B. Shekastehband, et al.
Published: (2018-05-01) -
NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES UNDER MONOTONIC AND REVERSED CYCLIC LOADING USING THE FINITE ELEMENT METHOD
by: B. Amiri, et al.
Published: (2017-02-01) -
AGILE FLIGHT VEHICLE FIN FAILURE TOLERANT CONTROL USING INERTIAL MEASUREMENT UNIT DATA
by: A. Ashrafifar, et al.
Published: (2020-05-01) -
AN ARTIFICIAL NEURAL NETWORK BASED METHOD FOR ESTIMATION OF THE INELASTIC RESPONSE OF SINGLE-DEGREE OF FREEDOM (SDOF) SYSTEMS UNDER RECORDS OF ROCK
by: G. Ghodrati Amiri, et al.
Published: (2015-03-01) -
EVALUATION OF RESPONSE MODIFICATION FACTOR AND DEFLECTION AMPLIFICATION FACTOR OF STEEL INTERMEDIATE MOMENT-RESISTING FRAMES
by: S. Bagheri, et al.
Published: (2017-08-01)