Geotechnique
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5.46
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4,095
Papers 4,255
1 page of 426 pages (4,255 results)
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#1Konstantinos Kassas (ETH Zurich)H-Index: 1
#2Orestis Adamidis (ETH Zurich)H-Index: 6
Last. Ioannis Anastasopoulos (ETH Zurich)H-Index: 35
view all 4 authors...
Structures with shallow foundations are susceptible to excessive settlement and rotation in the event of earthquake-induced soil liquefaction. Numerical modelling of the problem remains challenging...
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#1Bruna de Carvalho Faria Lima Lopes (University of Strathclyde)H-Index: 3
#2Alessandro Tarantino (University of Strathclyde)H-Index: 21
The paper presents the analysis of the long-term stability of a large unsupported cave excavated in granular cohesionless material in Ficulle, Italy. The stability of the cave arises from a ‘cohesive’ term in the shear strength criterion and this paper investigates the source of such cohesive term. Contrary to expectations, the material appeared to be granular (cohesionless) at the touch. The investigation started by determining whether the stability of the cave was owed to any cementation bondi...
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#1Satoshi Nishimura (Hokkaido University)H-Index: 12
#2Shota Okajima (Hokkaido University)H-Index: 2
Last. Tetsuya Tokoro (Hokkai Gakuen University)H-Index: 9
view all 5 authors...
The volume change behaviour of fine-grained soils under repeated freeze-thaw cycles was investigated in context of artificial ground freezing, in which relatively quick freezing is achieved under c...
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#1Alexandra Clarà Saracho (University of Cambridge)H-Index: 2
#2Stuart K. Haigh (University of Cambridge)H-Index: 20
Last. M. Ehsan Jorat (Abertay University)H-Index: 6
view all 3 authors...
Tangential flow-induced interface erosion poses a major threat to a wide variety of engineering structures, such as earth-filled embankment dams, and oil- and gas-producing wells. This study explor...
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#1Luca Flessati (Polytechnic University of Milan)H-Index: 4
#2Claudio di Prisco (Polytechnic University of Milan)H-Index: 15
Last. Fabio Callea (Polytechnic University of Milan)H-Index: 1
view all 3 authors...
In the geotechnical community, the macroelement approach nowadays is largely considered to be a successful theoretical tool for solving soil-structure interaction problems. This approach is based o...
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#1Tian Chen (University of Manchester)H-Index: 3
#2Majid Sedighi (University of Manchester)H-Index: 13
Last. S. C. SeetharamH-Index: 7
view all 4 authors...
Hydraulic behaviour of compacted smectite-rich clays is of practical interest in geological disposal of high-level nuclear waste as the buffer component of the Engineered Barrier System. Despite se...
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#1Huaxiang Yan (University of Manchester)H-Index: 2
#2Andrey P. Jivkov (University of Manchester)H-Index: 20
Last. Majid Sedighi (University of Manchester)H-Index: 13
view all 3 authors...
Understanding the desiccation-induced cracking in soil has been improved over the last 20-30 years through experimental studies but the progress in predictive modelling of desiccation cracking has ...
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#1Hengshuo Liu (NTU: Nanyang Technological University)
#2Harianto Rahardjo (NTU: Nanyang Technological University)H-Index: 56
Last. Hejun Du (NTU: Nanyang Technological University)
view all 4 authors...
Compared with conventional water-filled tensiometers, polymer-filled osmotic tensiometers (OTs) can measure a higher matric suction by increasing the osmotic pressure of the water inside the tensio...
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#1Marcelo Sánchez (A&M: Texas A&M University)H-Index: 27
#2B. Pomaro (UNIPD: University of Padua)H-Index: 8
Last. Antonio Gens (UPC: Polytechnic University of Catalonia)H-Index: 64
view all 3 authors...
The study focuses on the Thermo-Hydro-Mechanical (THM) analysis of the behavior of the Full-scale Engineered Barriers Experiment designed to study the long-term response of a disposal concept for H...
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#1Sen Sven Falcon (KNU: Kongju National University)
#2Yun Wook Choo (KNU: Kongju National University)
Last. Chun Fai Leung (NUS: National University of Singapore)H-Index: 26
view all 3 authors...
Large soil movements arising from the installation of jack-up spudcan foundations may induce detrimental effects on piles supporting adjacent permanent jacket platforms. Particularly, in dense sand...
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