Results 101 to 110 of about 203,869 (191)

Response of overlying masonry structure induced by double track EPBM cutting through cemented soil composite pile foundation field measurements and numerical analysis. [PDF]

Sci Rep
Li XS, Huang C, Ma SJ, Hong KR, Ding YG.
europepmc   +1 more source

DAMAGE CONTROLLED PILE FOUNDATION USING SLENDER SUPPORT PILES AND SQUAT EARTHQUAKE-RESISTING PILES

, 2004
Takayoshi Hironaka, Eiichiro SAEKI, Makoto Nagata, Katsumi KOBAYASHI, Satoshi YAMADA, Akira WADA   +5 more
openalex   +2 more sources

Study on Load-Bearing Characteristics of a New Pile Group Foundation for an Offshore Wind Turbine [PDF]

, 2014
Ruiqing Lang, Run Liu, Jijian Lian, Hongyan Ding   +3 more
openalex   +1 more source

Study on Vertical Bearing Capacity of Pile Foundation with Distributed Geopolymer Post-Grouting on Pile Side. [PDF]

Materials (Basel)
Li P, Xia Y, Xie X, Wang J, Wang C, Shi M, Wang B, Wu H.   +7 more
europepmc   +1 more source

In-situ and nondestructive test methods applied to the design and construction of pile foundation projects in coastal Louisiana

, 2008
Jesse Rauser
openalex   +2 more sources

Effects of Site Factors on the Performance of Rigid-Pile Composite Foundation in Tall Buildings [PDF]

, 2014
Xiaolei Han, Yao-Kun Li, Jing Ji, Fan Luo   +3 more
openalex   +1 more source

Pile group effect on end bearing capacity and settlement of pile foundation

, 2008
Koichiro Danno, Koichi Isobe, Makoto Kimura   +2 more
openalex   +2 more sources

A REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION

, 2008
Takashi Hara, Shinichiro Tsuji
openalex   +2 more sources

Wind load analysis of tall chimneys with piled raft foundation considering the flexibility of soil [PDF]

, 2015
B. R. Jayalekshmi, S. V. Jisha, R. Shivashankar   +2 more
openalex   +1 more source

SHAKING TABLE TEST OF A LARGE-SCALE MODEL ON THE DAMAGES OF CAISSON-TYPE QUAY WALL AND PILE FOUNDATION DUE TO LIQUEFACTION-INDUCED LATERAL SPREADING

, 2010
Kentaro Tabata, Masayoshi Satō
openalex   +2 more sources