Load at the bottom develops through bond along the embedment length of the cable.

底部的荷載通過埋置的通長錨索的黏聚力產(chǎn)生久久精品一久久久久久。

Based on the theoretical analysis of the test results, considering the cohesion force component of the shear strength, the judgment method of gushing in pit is quantified for the first time and is compared with engineering practice.

在對(duì)試驗(yàn)結(jié)果進(jìn)行理論分析的基礎(chǔ)上99热只有这里最精品，根據(jù)試驗(yàn)的結(jié)果考慮基底土層抗剪強(qiáng)度的黏聚力分量jiZZZ3，量化地提出軟土地基基坑突水的判斷方法又黄又粗又爽免费观看日本。

Effect of resistant starch on northern style Chinese steamed bread processing qualitiesThe hardness and chewiness of three kinds of steamed bread with different gluten strength increased significantly and the springiness, cohesiveness and resilience decreased significantly when the RS3 proportion in the blends increased. The hardness and chewiness of 10% RS3-SGW and 5% RS3-IGW steamed bread were significantly lower than that of WGW steamed bread. They had acceptable taste and flavor.

抗性淀粉對(duì)北方饅頭加工品質(zhì)的影響隨著RS3添加量的增加，三種筋力抗性淀粉饅頭的硬度和咀嚼性顯著增加国产精品自产拍在线观看看，彈性26uuu网址、黏聚性和回復(fù)性顯著減小。10% RS3添加量的強(qiáng)筋粉饅頭和5%添加量的中筋粉饅頭的硬度和咀嚼性明顯低于弱筋粉饅頭永久黄网免费看，具有可接受的口感亚洲区在线。

The results showed that under a given delayed coagulant , water retentiveness and cohesive strength of stucco gypsum mixed with modified bentonite were higher than that of methyl cellulose .

試驗(yàn)表明，在緩凝劑摻量一定時(shí)先锋激情开心网，單摻改性膨潤土的粉刷石膏加水拌合后国产精品美女久久久网站大一红，其保水性，強(qiáng)度和黏聚性等各項(xiàng)性能指標(biāo)久久精品久久av，均優(yōu)于摻有甲基纖維素的粉刷石膏久久精品国产精品免费专区，文中還對(duì)保水機(jī)理進(jìn)行了分析。

The cohesion and the internal friction angle are functions of water content index; cohesion-degree of saturation curve and internal friction angle-degree of saturation curve are gotten by simulating shear experiment through different paths, through which shear strength parameters can be obtained; CDSC and IFADSC are approximating straight lines in the same path when the change of saturation degree is small.

非飽和土抗剪強(qiáng)度的黏聚力和內(nèi)摩擦角是含水指標(biāo)的函數(shù)欧美性爱教学视频；通過模擬不同路徑下非飽和土抗剪試驗(yàn)国产免费一级特黄真人视频网站，得到黏聚力-飽和度曲線和內(nèi)摩擦角-飽和度曲線黄色网站免费激情啪啪啪，進(jìn)而得到非飽和土抗剪強(qiáng)度指標(biāo)欧美一级免费网址；在同一路徑小區(qū)間范圍內(nèi)CDSC和IFADSC曲線近似為直線。

Hoek [13] suggested that the cohesive strength determined by fitting a tangent to the curvilinear Mohr envelope is an upper bound value and may give optimistic results in stability calculations.

Hoek認(rèn)為由Mohr包絡(luò)線的切線得到的黏聚力是一個(gè)上限值黄色在线91AV，對(duì)于邊坡穩(wěn)定可能會(huì)給出一個(gè)偏于安全的結(jié)果天天狠天天添日日拍。

The effects of vibratory loading on sample's cohesive force, internal friction angle, shear strength equation and the ability to resist side distortion etc are studied by analyzing test data.

通過對(duì)試驗(yàn)數(shù)據(jù)的分析，對(duì)振動(dòng)荷載對(duì)試樣的黏聚力国产暖暖在线播放、內(nèi)摩擦角中文字幕毛片网址、抗剪強(qiáng)度方程、抵抗側(cè)向變形能力等的影響特性進(jìn)行研究怡红院成永久免费人视频新的。

After vibratory load actings, the cohesive strength index and internal friction angle of the sample are decreased by 51.72% and 50% respectively; and the shear strength curve shifts down obviously under same testing conditions.

研究結(jié)果顯示色色视频网址，在其他試驗(yàn)條件相同的情況下，經(jīng)振動(dòng)荷載作用后的紅黏土試樣黏聚力降低51.72%久久久久久精品免费免费直，內(nèi)摩擦角減少50%全黄毛片，抗剪強(qiáng)度線向下顯著偏移，表明振動(dòng)荷載不利于紅黏土的穩(wěn)定和承載特级大黄A片免费墦放久久。

A potential failure phase with a minimum safety factor cannot simply be determined by comparison of the values of inner friction angles and cohesions for a multilayer liner.

具有最小安全系數(shù)的潛在滑動(dòng)面并不能僅僅通過比較襯墊中不同界面的黏聚力和內(nèi)摩擦角來確定欧美三级久久，隨著襯墊界面摩擦角和黏結(jié)力的增加，F(xiàn)Save都在逐漸增大wwww.wwwww在线黄色视频，襯墊界面黏結(jié)力對(duì)填埋場(chǎng)的整體穩(wěn)定性影響較大不卡A片在线看网站，尤其是對(duì)于摩擦角較小AV可以看的免费网站、黏結(jié)力較大的情況。

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