Editorial: Thermal Behaviour of the Ground

To investigate the thermal effect on soft clay, a novel local temperature-controlled device is presented based on an advanced dynamic triaxial testing system. Then, a calibration study is carried out to verify the robustness and effectiveness of the designed temperature-controlled apparatus. Preliminary tests show that the developed apparatus can achieve temperature uniformity with a temperature control ranging from −16°C to 80°C with an accuracy of 0.1°C and temperature uniformity. In addition, the heating and cooling speeds are in the range of 0°C∼1.117°C/min and −0.533°C∼0°C/min, respectively. Finally, the temperature-controlled apparatus is employed to investigate the axial cumulative plastic strain and cumulative pore pressure of soft clay through cyclic triaxial tests from low temperatures to high temperatures. A negative relationship is found between the axial plastic strain and temperature. Similarly, the temperature shows a significant effect on the cumulative excess pore water pressure mainly when N > 3,000, and a negative relationship between Rus and the temperature is also found.

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Soil–environment interactions in geotechnical engineering

Gens¹

2010

Géotechnique

393

198

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The range of problems that geotechnical engineers must face is increasing in complexity and scope. Often, complexity arises from the interaction between the soil and the environment – the topic of this lecture. To deal with this type of problem, the classical soil mechanics formulation is progressively generalised in order to incorporate the effects of new phenomena and new variables on soil behaviour. Recent advances in unsaturated soil mechanics are presented first: it is shown that they provide a consistent framework for understanding the engineering behaviour of unsaturated soils, and the effects of suction and moisture changes. Building on those developments, soil behaviour is further explored by considering thermal effects for two opposite cases: high temperatures, associated with the problem of storage and disposal of high-level radioactive waste; and low temperatures in problems of freezing ground. Finally, the lecture examines some issues related to chemical effects on soils and rocks, focusing in part on the subject of tunnelling in sulphate-bearing rocks. In each case new environmental variables are identified, enhanced theoretical formulations are established, and new or extended constitutive laws are presented. Particular emphasis is placed on mechanical constitutive equations, as they are especially important in geotechnical engineering. The lecture includes summary accounts of a number of case histories that illustrate the relevance and implications of the developments described for geotechnical engineering practice.

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Editorial: Thermal Behaviour of the Ground

Cited by 3 publications

References 13 publications

Influence of temperature on the retention capacity of clay liners during wetting and drying

Influence of temperature on the retention capacity of clay liners during wetting and drying

A Novel Local Temperature-Controlled Apparatus for Thermal Effect on Dynamic Properties of Soft Clay

Soil–environment interactions in geotechnical engineering

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