中文摘要：

王文真,1984年生于山东潍坊,自幼研习书画。2007年考入天津美术学院国画系,师从贾广健教授,2010年毕业,获硕士学位。绘画作品追求单纯、朴素、自然的风格。2010年6月,参加天津美术学院美术馆花鸟画四人展2012年11月,参加京津冀书画名家邀请展2013年7月,参加河北永清书画名家采风行中国画展2013年10月,参加北京金水长德工笔画联展，

英文摘要：

The expansive soil is characterized with the moisture change induced swelling and drying shrinkage, which may further lead to the crack propagation, and the strength, permeability and deformation properties of expansive soil are generally influenced by crack patterns. Based on the elasticity theory, the moisture change instead of matric suction was adopted to analyze the stress state and deformation properties of expansive soil, and the analytical solution of moisture- change induced stress was deduced with the consideration of moisture change. The initial cracking model based on moisture change was established in combination with the static equilibrium and the shear strength theory of saturated soil. The analytical expressions for the depth, spacing and width of initial cracks induced by water loss were achieved, and furthermore, the proposed model was validated by the test results of crack propagation. The sensitive analysis was also conducted for the relationships between spacing and width of initial cracks and elasticity modulus, shrinkage coefficient, distribution coefficient of moisture change and cohesion etc. of soil.