Results 21 to 30 of about 4,995,337 (307)
Soil-Pile Interface Model for Axially Loaded Single Piles
Soils and Foundations, 1999 On the basis of the observed experimental behavior of axially loaded friction piles driven in soft clays, a soil-pile interface model is proposed using the basic rheological units: springs, dashpots and sliding elements. All the mass of soil affected by the presence of the pile is concentrated in a ring of infinitesimal width.
ROJAS, EDUARDO +2 more
openaire +2 more sources
Bearing capacity and displacement characteristics of long-short composite piles in loess areas
Yantu gongcheng xuebao, 2018 The researches on new pile foundation are insufficient in loess areas. In order to introduce and promote the composite pile foundation with long and short piles in the loess areas, the bearing characteristics of pile foundation need to be further studied.
MA Tian-zhong 1, 2, ZHU Yan-peng 1, 2, REN Yong-zhong 3, LING Yong-qiang 1, 2
doaj +1 more source
Lithosphere, 2022 Aiming at the situation that the bottom of the pile foundation contains sediment defects, the theoretical analysis of the vertical bearing characteristics of the pile foundation is carried out. Based on the load transfer mechanism of the pile-soil system
Binhui Ma +6 more
doaj +1 more source
Seismic soil pile interaction:experimental evidence [PDF]
, 2009 The comprehension of the real behaviour of pile foundations under earthquake loading is very important, since it can significantly affect the performance of the superstructure.
Moccia, Flaviana
core +1 more source
南方能源建设, 2021 [Introduction] The icebreaking cone structure is a unique structure of the offshore wind power single pile foundation structure in north. The installation of the icebreaking cone is one of the key points and difficulties in the construction of the single
SUN Xuan +4 more
doaj +1 more source
Comparison of two different models for pile thermal response test interpretation [PDF]
, 2014 Thermal response tests (TRTs) are regularly used to characterise the thermal resistance of borehole heat exchangers and to assess the thermal conductivity of the surrounding ground.
Loveridge, F.A. +8 more
core +1 more source
Seismic soil-structure interaction for pile supported systems [PDF]
, 2009 Civil engineering structures involve structural elements with direct contact with ground. When the external actions, such as earthquakes, act on these systems, neither the structural displacements nor the ground displacements, are independent of each ...
Di Laora, Raffaele
core +1 more source
Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Yantu gongcheng xuebaoUnder larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
doaj +1 more source
Bearing capacity of single root pile considering cushion effects
Yantu gongcheng xuebao, 2022 For the slipped soft soil foundation in the storage yard of a wharf, the root pile-net composite foundation is used. The centrifugal model test are carried out to study the effects of cushions on the bearing behaviors of single root pile.
REN Guo-feng 1, 2, LIU Chao 3, LIN Xian-cai 3, CAO Chang-hao 4, LIAN Chang-qiu 4
doaj +1 more source
Mathematical Model of Single Pile [PDF]
Journal of the Geotechnical Engineering Division, 1974 This paper describes a computer model that combines two approaches to the study of the behavior of pile foundations. Results are encouraging in that they show that this model can predict pile behavior if adequate soil data are received.
Noel J. Gardner, Roy Sage
openaire +1 more source