粘土地 的英文怎麼說

This will occur both in sands and clays.

這在砂土地和粘土地帶常常發生。

During play on clay, and even hard courts, dirt and grit lodged between the strings can increase friction

當在粘土地打球時，或者硬地球場，臟的細沙粒會留在拍子上增加球線間的摩擦。

Six of the houses so far unearthed measured about 250 square feet ( 23 square meters ) each and had wooden walls and clay floors

已發掘出的6座房屋中每座佔地約23平方公里，有木製墻壁和粘土地板。

Because of the advantages of prefabricated plastic drains over other vertical drains, this technology is widely used in recent soft clay foundation improvement in our country and it has been a main method in drainage consolidation methods

由於塑料排水板與其它排水體相比具有諸多優點，近幾年來在國內軟粘土地基處理中被廣泛使用，塑料板排水法成為排水固結法中最主要的方法。

The application of vibrator simplex sand pile to treatment warp clay ground

振動沉管灌注砂樁在處理淤泥質粘土地基中的應用

In this dissertation, based on the field data of using prefabricated plastic drains improving soft clay foundation of filling - sea project in the shenzhen gulf, the qualitative and quantitative analysis of many factors of theoretic calculation way used in prefabricated plastic drains design were done, which could be a reference to choose the theoretic calculation way in other projects

本課題根據所收集到的深圳灣填海工程中塑料板排水法處理軟粘土地基的工程實測資料，對塑料板排水法處理軟粘土地基的理論分析計算中通常要考慮的各種要素進行了定性或定量分析，可作為同類工程中選擇理論計算方法的參考。

In other words, soil creep may make significant contributions to diaphragm wall displacement and ground settlement in a deep excavation project in soft clay strata

也就是說，對一個座落於粘土地層的深開挖工程而言，土壤潛變可能對壁體側向變形及地表沈陷有顯著的貢獻。

Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上，本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序，並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段，這對指導施有積極、現實意義；提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況，指出粘土地區也應考慮時間效應，並且進一步分析了基坑邊坡土體的塑性區形成和發展，找出邊坡最不利的區域，以確定地下室土體的挖掘的方式和順序，指出憑主觀臆斷與經驗來施工是不可取的；在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同，提出了節點處理技術；分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異，並探討了解決的方法；本文還提出了環境振動對土體邊坡穩定產生影響的觀點，並分析了在環境振動影響下，土體的應力狀態及土休失穩破壞概率，並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態，指出了被監測墻體的最大應力、應變位置。

A damage model for saturated clay foundation and its seismic settlement

飽和軟粘土地基的損傷模型與震陷計算

The main original works include : firstly, in the chapter of the mechanism of single pile squeezing against soil, the cavity expansion theory is discussed, and pile settlement in saturated clay in wenzhou is also analysed emphatically, the effect of squeezing against soil due to vertical soil yield is described

主要內容包括：首先，在單樁擠土機理分析中，討論了圓孔擴張理論，並對溫州地區飽和粘土地基中擠土樁施工作了相應的分析。

The analytical theory for one - dimensional large - strain and non - linear consolidation of soft soils under time - dependent loading obtained herein provides a direct and efficiency tool for the verification of numerical methods used in solving large - strain consolidation problems. moreover, the semi - analytical method and the corresponding computer code developed provide more reasonable theoretical supports for practical consolidation analyses and computations of soft clayey soils

本文在簡化假定下給出的考慮變荷載的軟粘土一維大應變非線性固結解析解為大應變固結問題各種數值解法的驗證提供了直接有效的工具；建立的半解析法和編制的相應程序為實際軟粘土地基的固結分析提供了更為先進合理的理論支撐。

In this thesis, one - dimensional nonlinear consolidation behavior of saturated soft soil is studied in detail through a great mount of typical numerical examples and many consolidation curves are prepared, from which, the behavior of one - dimensional nonlinear consolidation of soft soil is illustrated

本文在前人工作的基礎上，對飽和軟粘土地基的一維非線性固結性狀進行了更全面細致的研究與分析，並繪制了大量固結計算曲線。

Application of semi - analytical solution into consolidation of layered soft clay

半解析法在成層軟粘土地基固結問題中的應用

Study on squeezing effect against soil and pore pressure by pile pushing in saturated soft clay foundation

飽和軟粘土地基沉樁過程中樁土擠壓應力及超孔壓計算

Abstract : the excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious. the method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper, and furthermore, the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given

文摘:飽和軟粘土地基沉樁過程中樁土擠壓所引起的樁周土體超孔隙水壓力效應是非常顯的.本文從彈塑性理論出發推導出沉樁過程中樁周土體擠壓應力及超孔隙水壓力的計算公式，給出了考慮擠壓應力和超孔隙水壓力影響因素的合理打樁間距的確定方法

Theory and applicable condition of soft clay foundation consolidated by vacuum precompressed method

真空預壓法加固軟粘土地基的理論與適用條件

Comparative analysis on fitting predication methods for subgrade settlement of clay foundation

基於粘土地基的幾種路基沉降預測方法的比較

Based on the data of vertical and horizontal displacements from a certain construction site in cixi city of zhejiang province, the validity of controlling earth - extrusion effects in saturated soft clay ground caused by statically piling was quantitatively analyzed and compared with different technical measures, including reduction of piling rate and installation of stress - relax holes

摘要根據在浙江省慈溪市某靜壓法沈樁施工現場所監測的地基土位移數據，定量分析比較了控制施工進度、設置應力釋放和排水深孔等工程技術措施對減輕飽和軟粘土地基沈樁擠土效應的有效性，並初步提出了現場地基土位移及其變化速率的監控標準。

At this moment he was lying ill of fever in the clay lands near curitiba in brazil, having been drenched with thunder - storms and persecuted by other hardships, in common with all the english farmers and farm - labourers who, just at this time, were deluded into going thither by the promises of the brazilian government, and by the baseless assumption that those frames which, ploughing and sowing on english liplands, had resisted all the weathers to whose moods they had been born, could resist equally well all the weathers by which they were surprised on brazilian plains

就在此時，他在靠近巴西的克里提巴的粘土地里，淋了幾場雷雨，加上受了許多其它的苦難，病倒了，發著高燒，同時和他一起受難的還有許多其他英國農場主和農業工人，他們也都是因為巴西政府的種種許諾被哄騙到這兒來的。他們依據了那種毫無根據的假設，既然在英國的高原上耕田種地，身體能夠抵擋住所有的天氣時令，自然也能同樣抵擋巴西平原上的氣候，卻不知道英國的天氣是他們生來就習慣了的天氣，而巴西的氣候卻是他們突然遭遇的氣候。

Through this estimate, one more precise prediction for the soft clay ground afterward settlement can be made to guide the design and control the construction

利用反演所得的參數可進一步對軟粘土地基後期沉降做出更為精確的預測，以指導設計和控制施工。