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The paper has a further research on the influence of compound soil nailing behavior in the perspective and the axial strength of the soil nails of the effect of the stiffness of soil, the stiffness of soil-cement mixing piles, the width of soil-cement mixing piles, the length of nails, the angle of nails. The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil-cement mixing piles.

深入分析了土体的弹性模量,水泥搅拌桩的弹性模量,水泥搅拌桩挡墙的宽度,土钉长度的变化以及土钉倾角的变化对复合型土钉墙变形性状和土钉轴力的影响,以及水泥搅拌桩挡墙的宽度在淤泥土层以及砂土土层中对复合型土钉墙支护变形性状的影响。

Considering the effect of the angle of internal friction on the inclination of sliding plane of soils behind retaining wall, circular and catenary, the two shapes of minor principal stress arch are theoretically analyzed. According to the shapes of minor principal stress arch, the coefficients of earth pressure corresponding to different angle of internal friction and that of wall friction are gained.

为克服现有考虑土拱效应的土压力计算方法不能考虑墙土摩擦角变化对挡土墙后土体滑裂面的影响的不足,考虑墙土摩擦角变化对挡土墙后上体滑裂面倾角的影响,对圆弧和悬链线两种拱形分别进行了分析,并与现有方法计算结果进行了比较。

Determined by the specific geological background of Longhetun, the characteristics of the soil resources show abundant calcium and leaning to alkaline. Monomial indexes to evaluate the revisal coefficient of soil adapted to karst mountains areas were screened out combined with the function of karst dynamics system and analysis of characters of each factor about fertility in soil. Predigestion model to soil revisal coefficient monomial assessment was established by successful importation of the content of nutrition elements in plant body, latent efficient elements in soil and available thickness of soil in the cranny of epikarst according to the characters that three carriers of soil, soil water and karst water supply nutrition to plants and two layers of foundation consist of surface soil and soil in epikarst cranny, and several types of soil revisal coefficient and weather-soil productive potentiality were calculated, the results show that the soil revisal coefficient was even more practical after modification than before, which make up of innovation of this study.

龙何屯特殊的地质背景条件决定了耕地土壤资源的富钙偏碱的特点,结合岩溶动力系统的作用,系统分析土壤中各肥力因子的特点,筛选出适宜岩溶石山区特点的土壤订正系数评价单项指标,针对研究区存在土壤、土壤水、岩溶水三种载体提供植物营养和表层土、土下表层岩溶带裂隙土两层空间基质的特点,成功引入植物体内营养元素含量、土壤元素隐性有效态含量及土下表层岩溶带裂隙土有效厚度等新参数指标,探讨建立了土壤订正系数单项指标评价简化模型,计算出龙何屯各耕地类型土壤订正系数和气候-土地生产潜力,结果显示修正后的土壤订正系数比修正前更符合实际,成为本研究的创新点。

Main research contents as follows:(1) The four destruction models and respective stability analysis methods are discribed in this paper, whose working mechnism and calculating methods are given. In addition, some defects of every method are also discussed ;(2) On the basis of traditional active soil pressure method and expirical siol pressure method , the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed.

主要工作如下:(1)本文给出了复合土钉墙的稳定性分析方法,该方法介绍了复合土钉墙的四种破坏类型,分析了每种破坏类型的受力机理,并给出了相应的计算方法和计算方法中的一些不足;(2)在传统的主动土压力和经验土压力的基础上,建立了土钉墙中间大、上下小的四边形状分布的侧向土压力的计算模式。

In addition, some defects of every method are also discussed ;(2) On the basis of traditional active soil pressure method and expirical siol pressure method , the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed.

主要工作如下:(1)本文给出了复合土钉墙的稳定性分析方法,该方法介绍了复合土钉墙的四种破坏类型,分析了每种破坏类型的受力机理,并给出了相应的计算方法和计算方法中的一些不足;(2)在传统的主动土压力和经验土压力的基础上,建立了土钉墙中间大、上下小的四边形状分布的侧向土压力的计算模式。

The image captures Saturn's majestic rings from the side of the ring plane opposite the Sun -- the unilluminated side -- another vista not visible from Earth.

照片中的许多细节令人称奇,例如土星云带的微妙色彩,土星映在环上的影子,以及土卫一、土卫十和土卫十七。

This article is based on the surveys of field language cases, and the author xrays the endangerment of Tujia people's language from the intergenerational differences of this group in mother tongue capacity, language attitudes, language use, language selection, with the purpose of reflecting the fact of Tujia language's gradual vanishment.

文章以实地个案语言情况调查为基础,从土家语群体在母语能力、语言态度、语言使用、语言选用方面的代际差异来透视土家语濒危现象,旨在反映土家语逐步消亡的事实,剖析土家语衰退的原因,从而透视和反观语言濒危现象。

PELLETIZING magnesian special steel foundry binder dedicated sodic bentonite drilling mud basic materials - artificial soil sodium natural mineral compound Montmorillonite feed me medicine dedicated factory is located in mineral-rich bentonite·×District Weifang City, I Bentonite plant production of various kinds of products, according to the international, the Department of Standard, as well as the international standard for production, and have complete production equipment and quality inspection equipment, strict implementation of the various indicators of performance requirements, deeply trusted users.

球团炼钢专用镁质粘合剂铸造专用钠质膨润土钻井泥浆基本材料-人工钠土天然复合矿物饲料医药专用蒙脱石我厂位于膨润土矿藏丰富的潍坊市坊子区,我厂生产各类膨润土产品,均按国际、部标,以及国际通用标准进行生产,并有完备的生产设备和质量检测设备,严格执行各项指标性能要求,深为用户信赖。

Based on a thorough analysis of the character and mechanism of city-retaining-wall structures, the design theories, construction technology, new wall types and development tendency are deeply discussed. Besides, the characteristics of various types of city retaining wall are discussed, and the usual methods for earth pressure calculation are summarized. For the anchored bar retaining wall, the anti-pulling bearing mechanism of anchored bar is first probed into, from which anti-pullforce computation method are obtained. Combined with quite a few engineering examples and spot tests, the advised design and calculation methods of anchored bar are verified. From the abundant spot measured date, an adjusted hyperbolic model is put forward to determine the anti-pullforce bearing capacity. Furthermore, a new type of H-like block retaining structure is advised with its working mechanism deeply discussed as well.

本文在综合分析目前常用城市挡土结构的特点及其受力特性等基础上,针对一般挡土墙设计理论、施工技术、新型结构以及未来的发展趋势进行了深入探讨,论述了城市挡土结构的特点,并对常用土压力理论进行了综述,介绍了城市挡土墙常见的类型,并介绍了常规的设计理论和方法;通过分析比较,优选出锚杆挡土结构和砌块式挡土结构,并从锚杆锚固原理出发,结合工程实践和大量现场试验、对锚杆的抗拔承载力进行了深入研究,提出了用调整双曲线模型法计算锚杆抗拔承载力的方法,对土压力计算方法进行了探讨,对其设计计算方法进行了研究。

Although the reinforcement technology has been applied widely in highway construction, there are many challenges in the field which puzzle highway engineer for a long time in China. Mechanical behavior and design method of reinforced subgrades in highways have been studied thoroughly based on

针对加筋土路基的关键问题,通过现场调查、理论分析、室内试验、数值模拟和现场测试,对加筋土路基的主要工程问题、静力荷载和行车荷载作用下加筋土路基的力学行为、加筋土路基的设计计算理论、方法和参数以及加筋土路基施工技术进行了深入系统的研究。

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This one mode pays close attention to network credence foundation of the businessman very much.

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