1.Applying those engineering techniques, at present, the following results are obtained: the ground temperatures on the top and at the bottom of an embankment made of crushed rock are all lower than those of common embankment, so the crushed rock embankment is of great advantage of decreasing embankment temperature, and becomes an effective and initiative engineering measure to protect permafrost; the crushed rock embankment can actively adjust the temperature difference between south slop and north slop, and mitigate the asymmetry of ground temperature; the deformation of the crushed rock embankment is less than that of common embankment.
通过以上的施工技术，取得了相应的阶段性成果：片石路基片石层顶面、底面与路基基底位置处地温分别低于普通路基相同位置处地温，片石路基有利于降低路基地温，是一种有效的主动保护多年冻土工程措施；片石路基在调节路基阴阳坡地温起到了积极的作用，减轻了路基地温不对称性的发生；对比片石路基和普通路基的路基变形量，片石路基的变形量相对较小。
2.Testing results are applied to subgrade embankment of the Zhaoshan Road in Xiangtan city,and construction measures of the embankment of clay in 95 area,wetting embankment and increasing compaction degree of the filling in 90 area are put forward.
将试验成果用于湘潭市昭山大道路基填筑,提出了路基95区换填黏性土、湿法填筑和提高90区压实度等施工措施。
3.Abstract: Taking “The Great Embankment Around The Tai Lake Project” as an example,in which we have repaired a small part of collapsed embankment successfully.some valuable methods and steps of mending collapsed embankment on mollisol foundation are studied in the paper.
文摘:结合环湖大堤工程成功处理局部塌方堤防的经验，探讨软土地基塌方堤防处理的一些有效方法和步骤.
4.Results showed that the temperature distribution of the traditional embankment was asymmetrical; the asymmetrical status was changed after ripped-rock revetment was installed and the soil under the ripped-rock was cooled obviously; the ripped-rock revetment could cool embankment and adjust the temperature difference between the north-facing slope and the south-facing slope; the ripped-rock revetment was an available technique to protect embankment from thawing settlement and longitudinal cracks in permafrost regions.
结果表明：普通路基的阴阳坡两侧温度分布极不对称；铺设抛石护坡后，这种状况得到了很大改善，并且抛石护坡下土体温度明显降低；抛石护坡能够降低路基温度和调节路基阴阳坡的温度差异；抛石护坡是多年冻土区防治路基融沉和纵向裂缝病害的一种可行措施。
5.Based on the above, the author had discussed and compared withthe characters of original appearances and impacted and dense earth, analyzed thepresent situation and hazards of bess high embankment, worked out the stabilityevaluation methods of present situation high embankment and sink of highembankment built in recently, Summed up the experience and construction mainpoints of building bess high embankment.
在此基础上，比较和探讨了原状黄土和击实黄土的性质，分析了黄土高路堤现状和病害，拟订了已建路堤稳定性评价及新建路堤的沉陷和稳定性计算方法，总结了修建黄土高路堤的经验及施工要点。
6.When widening a road different settlements and pavement cracking along the joint between the old and new embankments offen appear. The effects on old embankment which are caused by new embankment are analysed with finite element method based on two-dimension Biot consolidation theory.
软土地基上高速公路加宽时,新老路基结合部会出现不均匀沉降、路面裂缝等病害,采用基于二维比奥(Biot)固结理论的平面应变有限元方法分析新路堤作为附加荷载对老路堤和地基的影响。
7.A total 3,576 kilometers of main embankment along the middle and lower reaches of Yangtze River and 982 kilometers of embankment along the lower reaches of the Yellow River were reinforced and came up to anti-flood standards.
长江中下游干流3576公里堤防加固工程基本达标；黄河下游堤防加固完成断面达标982公里。
8.The design and construction of the reinforced concrete sheet-pile and the impact from the constuction on the ancient sea embankment and the historic buildings therein are described in detail herein combined with the successful case of the application of reinforced concrete sheet-pile to the erosion control for the ancient sea embankment of QianTang River.
摘要结合钢筋混凝土板桩在钱塘江明清海塘防冲工程中成功应用的实例，详细介绍了钢筋混凝土板桩的设计、施工及施工对海塘与海塘上古建筑的影响。
9.After monitoring analysis of soil temperature beneath the block-stone embankment of Qinghai-Tibet Railway, it can be concluded that the block-stone embankment is working positively for cooling the roadbed and making the great rise of permafrost table, but also causing a temperature rise of permafrost.
通过对青藏铁路沿线块石路基下部土体温度监测分析，块石路基正在积极地发挥冷却路基的工程效应，极大地促进了多年冻土上限的抬升，但也引起了多年冻土温度升高。
10.The model was used to analyze the stability of reinforced high embankment in Beizhang Gully area, and the result accorded with the facts, which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable.
通过对北张沟加筋高填路堤进行的稳定性分析，表明该模型能较全面地考虑加筋高路堤边坡稳定性的影响因素，评价结果合理。
