digging pile造句
例句与造句
- Constructive technology of artificial hole - digging pile
浅谈人工挖孔桩施工技术 - Application of dug pile in pile foundation construction
挖孔桩在桥梁桩基施工中的应用 - Construction technology of manual hole digging pile
人工挖孔桩施工技术探讨 - Technical construction safety management of manual hole digging pile
浅谈人工挖孔桩施工安全技术管理 - Application of complex grouting method in man - dig pile construction
注浆在人工挖孔桩事故处理中的应用 - It's difficult to find digging pile in a sentence. 用digging pile造句挺难的
- Constructive practice of artificial hole - digging pile stabilization plan
人工挖孔桩加固方案的施工实践 - Application of hole - digging pile in pile foundation construction of bridge
挖孔桩在桥梁桩基施工中的应用 - Construction method of manual hole digging pile in water bearing layer
浅析人工挖孔桩在含水层中的施工方法 - Safety construction of manual hole digging pile in one large - scale workshop
浅谈大型车间人工挖孔桩的安全施工 - Construction of manual hole digging pile in sea - filling area with hydraulic fill sand
吹砂填海地质人工挖孔桩施工 - Digging pile blast hole wall rock soil dynamic parameters detection and assessment
挖孔桩孔壁岩土动力参数探测和评价 - Post grouting for hand dug piles with the pipe driven at the pile end
静压注浆与旋喷桩在岩溶矿床地表塌陷治理中的应用 - Application of the high pressure circular jet grouting in the big dimension man - dig pile
高压旋喷注浆技术在大孔径挖孔桩施工中的应用 - The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame . the main piers are single - column flexible solid piers , whose foundation are 2 . 0m dug piles . the abutments are light - type box abutments , whose foundation are 1 . 2m bored cast - in - place piles
该桥上部为80m + 130m + 80m三跨连续刚构；主墩为单柱柔性实体墩，其基础为2 . 0m挖孔桩；桥台为轻型箱式桥台，其基础为1 . 2m钻孔桩。 - The thesis introduces the biot ' s three - dimension consolidation theory based on absolute linear - elastic theory ; the thesis designs the pit dewatering scheme of hand - dug piles support of shenyang subway ' s shenyang station construction ; the thesis uses finite element program to simulate the influence on around environments caused by pit dewatering , and finds the change laws of earth mass inner stress and the effect parameters on the surface deformation on the basis of reasonable hypothesis and the analysis of ground water exploitation progress . combined with stochastic medium theory , the thesis introduces dewatering subsidence coefficient , sets up the predicting model of the surface deformation caused by dewatering , and develops the computing program ; by application of program on a single well of underwater exploitation , it is proved that the program is feasible , so the prediction of the surface deformation caused by underwater exploitation is realized
本文介绍了基于线弹性本构关系的biot理论；设计了拟建沈阳地铁沈阳站点人工挖孔桩支护施工的基坑降水方案；利用有限元程序，模拟了基坑降水对周围环境的影响；在合理假设的基础上，分析了地下水开采过程中，地层应力的变化规律，找到了影响地面变形的参数；与随机介质理论相结合，通过引入采水下沉系数建立了地下水开采引起地面变形的预计计算模型，并编制了电算化程序；通过某单井开采实例验证了该方法的可行性，实现了地下水开采引起地面变形的预计。