Results 61 to 70 of about 6,692,759 (201)
Numerical Validation of Fully Coupled Nonlinear Seismic Soil–Pile–Structure Interaction
BuildingsWhile many researchers have broadly studied soil–structure interaction (SSI) problems to comprehend SSI effects on the overall system’s behavior, some critical numerical modeling issues have not been sufficiently investigated to achieve the most accurate
Oğuzhan Çetindemir +1 more
doaj +1 more source
LEAP-UCD-2017 Centrifuge Tests at Cambridge [PDF]
, 2019 As part of the LEAP project the seismic response of a liquefiable 5° slope was modelled at a number of centrifuges around the world. In this paper the two experiments conducted at Cambridge University are discussed. The model preparation is detailed with particular emphasis on the sand pouring, saturation and slope cutting process.
Srikanth S. C. Madabhushi +4 more
openaire +2 more sources
Small-displacement behavior of offshore wind power monopiles subjected to static lateral loading
Yantu gongcheng xuebaoThe centrifuge tests and numerical simulations are carried out to explore the small-displacement behavior of 9 m-diameter offshore wind power large-scale monopiles with various embedment depths. The results show that as the embedment depth increases, the
WANG Wei 1 , ZHANG Zitao 2 , YU Guangming 1, ZHANG Xuedong 2, ZHANG Zechao 1, SONG Jianzheng 2, ZHANG Zheng 2
doaj +1 more source
International Journal of Distributed Sensor Networks, 2013 Great concern for the safety of high rock-fill dams which are being or to be built in the southwestern area of China with high seismicity is attracted.
Hongjun Li +4 more
doaj +1 more source
Yantu gongcheng xuebaoBased on centrifuge model tests, this study systematically investigates the stability of a shield tunnel face in sand-clay composite strata for different interlayer inclination angles and interface positions.
LI Xuancong 1, 2, WENG Xiaolin 1, 2, YE Fei 1, 2, DENG Guohua 3, DANG Bohan 1, 2, ZHANG Xinye 1, 2
doaj +1 more source
Centrifuge Model Tests of Nailed Soil Slopes
Soils and Foundations, 1998 This paper presents the results of 24 centrifuge model tests of nailed soil slopes and vertical walls, constructed out of dry Leighton buzzard sand. The walls were initially supported by fluid pressure from flexible rubber bags against the face, and excavation was modelled by gradually draining the fluid from the bags. The finished model walls were 200
TEI, KOUJI +2 more
openaire +2 more sources
PCS-Q-G. Parental Caregiving Style Questionnaire – German Version
Der PCS-Q-G dient der retrospektiven Erfassung des elterlichen Fürsorgeverhaltens. In Analogie zum 3-Kategorien-Modell von Bindung unterscheidet das Instrument zwischen den drei Stilen „warm/aufmerksam“, „ambivalent/inkonsistent“ und „kalt/abweisend ...
Rohmann, E., Neumann, E.
core +1 more source
한국해양공학회지This study examined the jack-up spudcan penetration for a new type of offshore wind substructure newly proposed using the jack-up concept to reduce construction costs.
Min Jy Lee, Yun Wook Choo
doaj +1 more source
THE APPLICATION OF SILO CENTRIFUGE TESTING
TASK Quarterly, 2003 Common problems of industrial silo design can be solved with calculations based on the Jenike method. However in some cases, especially when a silo design is calculated for highly dispersed bulk solids in the nano-range or when the bulk solid contains moisture, experiments in model scale under centrifuge forces may yield better understanding of silo ...
MARCO GROSSSTUCK, JORG SCHWEDES
openaire +1 more source