An attempt was made to predict the time history of the lateral displacement of ground that liquefied due to earthquakes. The study was initiated by model tests to examine the nature of liquefied sand. The knowledge thus obtained was combined with the theory of Lagrangean equation of motion in order to develop a method of prediction. Comparison was then made between prediction and observation
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...
Liquefaction is a phenomenon in which soil loses a large percentage of its shear resistance due to i...
To study the mechanism of permanent ground displacement due to liquefaction, shaking table tests wer...
A series of shake table tests is carried out on the lateral flow of the ground due to soil liquefact...
Laboratory studies on flow failure in liquefied sand deposits using large-scale shaking tables are b...
Loose saturated cohesionless soils may undergo liquefaction due to strong ground motions. Such lique...
A laboratory based approach is described to obtain the post-liquefaction steady-state shear strength...
The current laboratory procedures for evaluating liquefaction potential are still the same as 40 yea...
The paper focuses on loose clean and silty sand fills that liquefied during the 1989 Loma Prieta, Ca...
A simple model for predicting liquefaction induced displacement is presented. The method is based on...
Thesis (Master)--Izmir Institute of Technology, Civil Engineering, Izmir, 2013Includes bibliographic...
Thesis (Ph.D.)--University of Washington, 2017-08Soil liquefaction during past earthquakes has cause...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...
Liquefaction is a phenomenon in which soil loses a large percentage of its shear resistance due to i...
To study the mechanism of permanent ground displacement due to liquefaction, shaking table tests wer...
A series of shake table tests is carried out on the lateral flow of the ground due to soil liquefact...
Laboratory studies on flow failure in liquefied sand deposits using large-scale shaking tables are b...
Loose saturated cohesionless soils may undergo liquefaction due to strong ground motions. Such lique...
A laboratory based approach is described to obtain the post-liquefaction steady-state shear strength...
The current laboratory procedures for evaluating liquefaction potential are still the same as 40 yea...
The paper focuses on loose clean and silty sand fills that liquefied during the 1989 Loma Prieta, Ca...
A simple model for predicting liquefaction induced displacement is presented. The method is based on...
Thesis (Master)--Izmir Institute of Technology, Civil Engineering, Izmir, 2013Includes bibliographic...
Thesis (Ph.D.)--University of Washington, 2017-08Soil liquefaction during past earthquakes has cause...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...
Liquefaction is a phenomenon in which soil loses a large percentage of its shear resistance due to i...