Comparative Analysis of Thermomechanical Properties and Thermal Damage Constitutive Models of Three Soft Sedimentary Rocks

<div>Changes of peak elastic modulus and peak stress of three types of rock masses with temperature under uniaxial compression. (a) The relationship between elastic modulus and temperature. (b) The relationship between peak stress and temperature.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Comparative Analysis of Thermomechanical Properties and Thermal Damage Constitutive Models of Three Soft Sedimentary Rocks 