displacement of soil造句
例句與造句
- effect of soil nonlinearity on horizontal displacement of soil-cement retaining wall
土體非線性對水泥土擋墻水平位移的影響 - (6 ) displacement of soil around the foundation trench is associated with the atmospheric precipitation
(6)基坑土體的位移與大氣降水密切相關。 - pile-soil interaction in the pile longitudinal vibration considering radial displacement of soil with applications
考慮土體徑向位移時樁土耦合縱向振動特性及其應用 - the ill uniformity of soil stratum distributing has great effect on the transverse displacement of the soil stratum . underground structures, should have sufficient stretchiness for enduring the displacement of soil stratum, therefore, avoid being cut and destroyed
場地土層分布的不均勻性對土層的橫向位移影響很大，地下結(jié)構(gòu)應該具有足夠的延性來承受土層的位移，以避免剪切破壞的發(fā)生。 - based on above analyses, the main ideas of this paper can be summarized as follows : 1 the displacement of soil under moving load can be calculated using multi-layer method, then the velocity and acceleration can be deduced and spectrum can be analyzed
基于以上分析，本文的主要內(nèi)容可總結(jié)為如下幾點：1、首先采用分層法進行移動荷載作用下地基土的位移計算，然后進行速度、加速度和頻譜特性分析。 - It's difficult to find displacement of soil in a sentence. 用displacement of soil造句挺難的
- based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail . by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting
本文在已有研究成果的基礎上，對大面積軟土深基坑開挖時土層變位理論及應用進行了探討：依據(jù)現(xiàn)場監(jiān)測數(shù)據(jù)，推導出開挖時軟土變形的經(jīng)驗公式，分析了軟土深基開挖在圍護結(jié)構(gòu)剛度大、基坑防滲效果好的條件下，基坑土層變位、圍護結(jié)構(gòu)受力破壞發(fā)展的主要原因。 - 4 . with the consideration of practical soil-pile interaction, the soil around pile is modeled as a three-dimensional viscous-elastic continuous medium and the time effect of the settlement of single pile is studied . the semi-analytical solutions for vertical displacement of soil and for the relationship between settlement of pile head and time were obtained by laplace transform method and fourier inverse method, and the law of the settlement of pile head varying with time was then analyzed and discussed
考慮樁土藕合作用的單樁沉降時間效應研究從研究空間軸對稱問題的角度出發(fā)，將樁周土體建模為三維粘彈性連續(xù)介質(zhì)，更為合理地考慮了靜荷載下樁土系統(tǒng)中單樁與樁周土的藕合作用，分別建立了樁周土體和樁體的靜力平衡方程，并通過拉普拉斯變換、傅立葉逆變換等數(shù)學手段，獲得了單樁樁周土體的垂直變形和樁頂沉降在拉普拉斯變換域內(nèi)的解析解和在時間域內(nèi)的半解析解，進而分析討論了單樁沉降隨時間變化的規(guī)律。