soft soil 中文意思是什麼
soft soil
解釋
軟土-
The effect of stress transfer to concretion of soft soil
應力遷移對軟土固結計算的影響 -
Soft soil ground treatment for tank by dewatering concretion
運用排水固結法處理大型油罐軟土地基 -
With the quick development of expressway in the soft soil area, the settlement and deformation of sub - grade of expressway has become a very outstanding question. this paper establishes the corresponding formulas of sub - grade 3 - d ( three - dimension ) settlement on inartificial foundation, bagged sand - drains foundation and semi - rigidity piles foundation, and the calculation results from the formulas is compared with the observation results of settlement. it proves that the methods adopted by the paper are feasible
本文擬根據馬鞍山?蕪湖高速公路軟土路基的沉降變形及其處理方法，對軟土路基的三維沉降計算和用袋裝砂井處理與粉噴樁半剛性樁處理時的沉降計算方法作一定的探討，同時與幾個路段的實際觀測資料分析比較，認為本文的沉降計算方法總體上是可行的。 -
The research in this paper provides a way and method to the stability analysis of soft soil subgrade, so the paper inheres reference value and practical significance
本文的研究對於今后的軟基路堤穩定分析提供了思路和方法，因而具有一定的參考價值和現實意義。 -
This paper emphasize study the seepage of vacuum - heaped load combining precompression., deduce the drainage quantity computation formula for stage loading in soft soil. an example show that the results of calculation are in good agreement with the measured value, this explain that the formula is rational
本文重點對真空堆載聯合預壓法的滲流進行了研究，得出了在分級加荷下軟土地基滲流量的計算公式，算例表明其計算值與實測值較吻合，說明所建模型是比較合理的。 -
Based on the terszige and biot theory, initially analyze the economical of this experiment, directly save investment 22 % after compute. after that, computing the settlement of highway foundation, comparing the computing and survey value, the predict formula of vacuum - heaped load combining precompression for designing, this formula show that the distortion law of consolidation progress. at the same time, based on the position and room experiment, analyzes the intension transformation in soft soil and criteria of stabilization control
在太沙基和比奧固結理論的基礎上，先分析了此次試驗的經濟性，經核算直接節約投資22 ，經濟效益十分明顯；隨后對真空堆載聯合預壓法加固軟土路基的沉降量進行了估算，並與實測值作對比分析，得出了真空堆載聯合預壓下的沉降量估算公式，能反映「真空」加固過程的變化規律；同時根據現場和室內試驗，分析了軟土強度的變化，以及給出並驗證了工后沉降控制標準。 -
Application of ptc pile with cap for profundity soft soil ground treatment
管樁在深厚軟土地基處理中的應用 -
Analysis of the treatment of soft soil roadbed on expressway
高速公路軟土路基處理現狀分析 -
Adding rocket propulsion could double this velocity ? and thus the impact momentum ? which would drive them to depths 75 percent greater in granite formations and nearly 1, 000 percent greater in soft soil
加裝火箭推進器可使速度（也包括沖擊動量）提高一倍，使炸彈鉆入花崗巖的深度增加75 % ，鉆入軟土壤的深度更可增加到10倍之多。 -
Soft soil subgrade stabilization by rooty pile
樹根樁加固軟土地基 -
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：依據現場監測數據，推導出開挖時軟土變形的經驗公式，分析了軟土深基開挖在圍護結構剛度大、基坑防滲效果好的條件下，基坑土層變位、圍護結構受力破壞發展的主要原因。 -
Introduction of characteristics such as expansiveness ( expandability, expansibility ), rheology and thixotropy, etc. of soft soil on the slope by contrast analysis of soft soil of marine deposit, lake deposit. 3
與海相、湖相等沉積的軟土進行對比分析，對「斜坡軟土」具有的膨脹性、流變性、觸變性等特性進行了研究； 3 -
Deep and thick soft soil is extensively distributed along the river and wreath lake and etc. when introduced general pile foundation without thinked the toft power under the foundation board, piles needs so many that the structure of soft soil is destroyed and possibly crushed soil problem be caused
在沿江、環湖和沿海地區，廣泛分佈著深厚軟土。採用常規樁基礎時，不考慮基礎底板下地基土的地基承載力，布樁密度往往較大，軟土的結構性遭到破壞，同時可能會產生嚴重的擠土問題，使環境受到影響。 -
Analysis by three dimensions fem on pipeline underrun the soft soil roadbed
軟土地區路基下橫穿管線的三維有限元分析 -
With the rapid development of the economic construction in our country, high - grade highway construction is evolving with unexampled speed, a lot of highway pass soft soil zone
隨著我國經濟建設的飛速發展，高等級公路的建設迎來了前所未有的發展速度。絕大多數公路都要經過軟土地區。 -
Then the judging method is proposed, and the proposed method can consider the stress history and viscosity shear strength of soft soil. in this paper, a fem program dpfbm1. 0 ( double plastic foundation beam method ( version 1. 0 ) ) is established. with this program, the influence of some parameters on foundation excavation is fully studied, the parameters include : compression modulus, cohesive strength, angle of internal ficiction, effective angle of internal friction, the embedded length of the wall and building load
針對當前國內外彈性地基梁法存在的缺陷，基於對軟土流變性的研究，採取了剪應力判斷彈塑性狀態，以改進和完善基坑工程彈性地基梁法，推導了彈性狀態下地基反力系數的近似解，提出了採用剪應力組合判斷土彈簧彈塑性狀態的方法，編制了相應的彈塑性共同變形法分析程序dpfbm1 . 0 （ doubleplasticfoundationbeammethod （ version1 . 0 ） ） ，並採用該程序分析了壓縮模量、粘聚力、內摩擦角等參數變化對基坑工程的影響。 -
A brief discussion about the rammed cast - in - situ pile applying in deep thick soft soil containing thin hard interlayer
淺論夯擴樁在深厚軟土夾薄硬持力層上的應用 -
By field loading tests and small strain measurement, the result of improving soft soil with cement power - sprayed piles is alalyzed. the author believes that the result is good and composite foundation is able to meet the superstructure ' s requirement for foundation strength and formation
通過現場荷載試驗和低應變測試，對粉噴樁加固效果作了分析。從試驗結果來看粉噴樁加固軟土路基加固效果很好，能滿足上部結構對地基強度和變形的要求。 -
The technique of cement power - sprayed piles is one of improving soft - soil roadbed technology presently. combining with the construction and field tests of nanjing - qidong railway, some research of using cement power - sprayed piles to improve soft - soil roadbed was conducted and the research includes several aspects below : 1. the authour first introduces the formation. distribution, physical mechancial behaviour and engineering characteristic of soft soil, and clarifies the necessity of improving soft - soil roadbed
本文結合寧啟鐵路工程的水泥粉體噴攪樁（簡稱粉噴樁）復合地基的現場施工及試驗，對粉噴樁加固軟土路基作了研究，具體研究內容包括以下幾方面： 1作者首先介紹了軟土的成因和分佈，軟土的物理力學以及工程性質，闡明了軟土加固處理的必要性及目前軟土路基加固處理的方法。 -
The difference between the concept of weak subgrade and soft soil subgrade is presented. and the former is divided into three types according to formation causes, namely mountainous type, plain type and coastal type
軟弱地基依成因可分為山區型、平原型、濱海型三種，宣大線屈山區型，京秦線屈平原型。
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