dewatering of excavation 中文意思是什麼

dewatering of excavation 解釋
凹地排水
  • dewatering : （基坑）降水
  • of : OF ＝Old French 古法語。
  • excavation : n. 1. 開鑿；發掘；挖掘；挖土，剜通。2. 穴，洞；坑道，開鑿成的山路。3. 【考古】出土文物，發掘物。
  1. ( 3 ) the hydrogeology parameters " acquisition and calculation principles of the deep well dewatering in the excavation in two - layer structure strata of soft soil zone. the acquisition and calculation method of hydrogeology parameters are discussed distraughtly according to different deep foundations

    （三）介紹了軟土地區深基坑降水二元結構地層相關水文地質參數的求取原則，並分別討論了相應求取方法。
  2. As a whole, the research work of this dissertation can be summarized as follows : ( 1 ) based on the porous media elastic unstable theory, the interfering well flow model of soft soil two - layer structure underground confined water is inferred, and consequently, the basic dewatering calculation method of soft - soil two - layer deep excavation dewatering is inferred

    具體研究內容如下： （一）從彈性多孔介質滲流理論出發，推導出二元結構承壓含水層群井干擾穩定流模型，進而導出軟土地區二元結構地層深基坑降水的基本計算方法。
  3. Dewatering in deep excavation will cause settlement of surrounding soils

    摘要深基坑開挖中的降水會引起周圍土體沉降。
  4. Excavation and dewatering construction plan of datang garden underground garage

    大唐花園地下車庫土方及降排水施工方案
  5. Deep well dewatering of soft soil two - layer structure excavation is a kind of economical and effective dewatering method to ensure waterproof in deep excavation. nevertheless its negative impact on is often unavoidable. deep excavation dewatering often leads to the formation of a depressing cone, which may cause the cracking and even the breaking of surrounding buildings and utilities

    在軟土地區二元結構地層，採用深井降低承壓水，是保證深基坑施工作業的一種經濟有效的方法，但也存在著一定的負面影響，因為降水勢必會形成降水漏斗，而引起基坑周邊地面沉降，可能導致周邊建築物和公共設施的開裂或損壞。
  6. In this thesis, based on the principles of hydraulic mechanics and soil mechanics, the change of effective stress in soil mass and the settlement of ground surface induced by dewatering during excavation both in homogeneous soil and in layered soil were studied. analytical formulas for calculating the settlement and the others were derived under the assumption that the seepage induced by dewatering is one - dimensional and vertical

    本文運用水力學和土力學的基本理論，在一維豎向滲流的假定下對均質土和成層土中基坑開挖降水引起的坑內外土中應力變化及周圍地表沉降的計算方法進行了較深入的研究，推導了相應的地表沉降等計算公式。
  7. ( 4 ) the author analyses the importance of the dewatering well ' s structure in deep excavation dewatering. the fundamental design rules, the technique requirements and the design methods are put forward. the calculation formulas of the depth and diameter of the dewatering well are deduced consequently

    （四）分析了降水井結構在深基坑降水中的重要性，提出了降水井設計的基本原則、設計技術要求和設計方法，導出了降水井井深、井徑的計算公式。
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