Large-scale shaking table tests on real-size piles were conducted to demonstrate the behavior of pile foundations in liquefied ground. Two types of grounds were tested: a level ground in which piles with footings were installed, and a sloping ground in which single piles were installed. In the first test, the pile response during the process of liquefaction was demonstrated. In the second test, the relationship between the displacement of piles and the surrounding ground was verified
Eight dynamic model tests were performed on a 9 m radius centrifuge to study the behavior of single ...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
A series of shaking table model tests were performed to examine the effects of deep cement mixing (D...
This paper describes results and analysis of shaking table tests on a prototype-scale soil-pile mode...
Current techniques for assessing the effects of liquefaction-induced lateral spreading on pile found...
The responses of model piles in a liquefiable ground under one- and two-dimensional shakings were st...
A series of shaking table tests were carried out to observe the behavior of a single pile subjected ...
A series of shaking table tests were conducted to clarify the compaction effects of pile driving on ...
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its...
To better understand the causes of pile damages during earthquakes such as Hyogoken-Nanbu Earthquake...
Unsatisfactory performance of pile supported structures in liquefiable areas (ranging from tilting/s...
This paper presents the results of a series of large-scale shake table tests of bridge columns suppo...
The purpose of this test was to realistically reproduce soil liquefaction and the lateral spreading ...
This paper conducts a shaking table test study on seismic response of low-cap pile groups and bridge...
Liquefaction of saturated soil subjected to earthquake loading is one of the major factors affecting...
Eight dynamic model tests were performed on a 9 m radius centrifuge to study the behavior of single ...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
A series of shaking table model tests were performed to examine the effects of deep cement mixing (D...
This paper describes results and analysis of shaking table tests on a prototype-scale soil-pile mode...
Current techniques for assessing the effects of liquefaction-induced lateral spreading on pile found...
The responses of model piles in a liquefiable ground under one- and two-dimensional shakings were st...
A series of shaking table tests were carried out to observe the behavior of a single pile subjected ...
A series of shaking table tests were conducted to clarify the compaction effects of pile driving on ...
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its...
To better understand the causes of pile damages during earthquakes such as Hyogoken-Nanbu Earthquake...
Unsatisfactory performance of pile supported structures in liquefiable areas (ranging from tilting/s...
This paper presents the results of a series of large-scale shake table tests of bridge columns suppo...
The purpose of this test was to realistically reproduce soil liquefaction and the lateral spreading ...
This paper conducts a shaking table test study on seismic response of low-cap pile groups and bridge...
Liquefaction of saturated soil subjected to earthquake loading is one of the major factors affecting...
Eight dynamic model tests were performed on a 9 m radius centrifuge to study the behavior of single ...
Pile foundations have suffered extensive damage in liquefiable soils during earthquakes around the w...
A series of shaking table model tests were performed to examine the effects of deep cement mixing (D...