digging pile造句
例句與造句
- Constructive technology of artificial hole - digging pile
淺談人工挖孔樁施工技術(shù) - Application of dug pile in pile foundation construction
挖孔樁在橋梁樁基施工中的應(yīng)用 - Construction technology of manual hole digging pile
人工挖孔樁施工技術(shù)探討 - Technical construction safety management of manual hole digging pile
淺談人工挖孔樁施工安全技術(shù)管理 - Application of complex grouting method in man - dig pile construction
注漿在人工挖孔樁事故處理中的應(yīng)用 - It's difficult to find digging pile in a sentence. 用digging pile造句挺難的
- Constructive practice of artificial hole - digging pile stabilization plan
人工挖孔樁加固方案的施工實(shí)踐 - Application of hole - digging pile in pile foundation construction of bridge
挖孔樁在橋梁樁基施工中的應(yīng)用 - Construction method of manual hole digging pile in water bearing layer
淺析人工挖孔樁在含水層中的施工方法 - Safety construction of manual hole digging pile in one large - scale workshop
淺談大型車間人工挖孔樁的安全施工 - Construction of manual hole digging pile in sea - filling area with hydraulic fill sand
吹砂填海地質(zhì)人工挖孔樁施工 - Digging pile blast hole wall rock soil dynamic parameters detection and assessment
挖孔樁孔壁巖土動(dòng)力參數(shù)探測和評價(jià) - Post grouting for hand dug piles with the pipe driven at the pile end
靜壓注漿與旋噴樁在巖溶礦床地表塌陷治理中的應(yīng)用 - Application of the high pressure circular jet grouting in the big dimension man - dig pile
高壓旋噴注漿技術(shù)在大孔徑挖孔樁施工中的應(yīng)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
該橋上部為80m + 130m + 80m三跨連續(xù)剛構(gòu)；主墩為單柱柔性實(shí)體墩，其基礎(chǔ)為2 . 0m挖孔樁；橋臺(tái)為輕型箱式橋臺(tái)，其基礎(chǔ)為1 . 2m鉆孔樁。 - 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
本文介紹了基于線彈性本構(gòu)關(guān)系的biot理論；設(shè)計(jì)了擬建沈陽地鐵沈陽站點(diǎn)人工挖孔樁支護(hù)施工的基坑降水方案；利用有限元程序，模擬了基坑降水對周圍環(huán)境的影響；在合理假設(shè)的基礎(chǔ)上，分析了地下水開采過程中，地層應(yīng)力的變化規(guī)律，找到了影響地面變形的參數(shù)；與隨機(jī)介質(zhì)理論相結(jié)合，通過引入采水下沉系數(shù)建立了地下水開采引起地面變形的預(yù)計(jì)計(jì)算模型，并編制了電算化程序；通過某單井開采實(shí)例驗(yàn)證了該方法的可行性，實(shí)現(xiàn)了地下水開采引起地面變形的預(yù)計(jì)。