colluvial

colluvial

1. Construction of the Anti-slide Piles for Treatment of a Large Colluvial Mass Located at the Power Intake of the Sanbanxi Hydropower Project

三板溪电站进水口大崩积体治理的抗滑桩施工

2. Construction Treatment for Slope Colluvium Segment at Erlangshan Tunnel Entrance

二郎山隧道洞口处崩坡积地层段施工处理设计

3. With some reasonable assumptions, we can reproduce the region and characteristics of colluvium in Hungtsaiping area before Chichi earthquake.

亦可由于边界施加集集地震之地表加速度进行边坡受震模拟，使其产生之地表位移场与前人利用震前后航照分析相符合之结果。

4. Construction of cutoff wall in colluvium of lock head Lengzhuguan

冷竹关闸首工程崩积堆层中防渗墙的施工

5. THE COLLUVIAL LANDSLIDE ACCUMULATION AND ITS ENVIRONMENTAL EFFECTS IN HUANGLANG, LEIPO

四川雷波县黄琅崩滑堆积及其环境效应

6. colluvial landslide

堆积层滑坡

7. DISPLACEMENT VECTOR ANGLE OF COLLUVIAL SLOPE AND ITS SIGNIFICANCE

堆积层边坡表层位移矢量角及其在稳定性预测中的作用与意义

8. colluvial clay

塌积土 崩积土

9. colluvial deposit

塌积沉积 崩积物

10. anomaly in colluvium

塌积物异常

11. colluvial accumulation

崩塌堆积体

12. Analysis of Monitoring Results for Colluvial Accumulation Slide

崩塌堆积体边坡滑坡安全监测成果分析

13. colluvial accumulation slide

崩滑体

14. colluvial soil

崩积土

15. sketch for the colluvial soils

崩积土图样

16. colluvial slope

崩积坡地 崩积地

17. The land use for a slope composed with colluvial dep osit is restricted.

崩积层堆积之坡地常被列为不可开发区。

18. colluvial period

崩积期

19. colluvial wedge

崩积楔

20. colluvial deposits

崩积物

21. It is difficult to take representative samples from colluvial deposit.Therefore, the study for colluvial deposit is more diffi cult.This study collects some cases of landslide in Taiwan.

搜集整理多件台湾重要之山崩案例，并按不同山崩机制进行分类统计，以对于各类型山崩所产生之崩积层产状作一探讨。

22. Slopes of Taiwan area are covered mostly by the colluvium soil.This kind of soil is usually well above the ground water level and thus belongs to the unsaturated soil mostly.

摘要:台湾地区山坡地之坡面地层多数由崩积土壤所覆盖，此种土壤由于位处于地下水位以上大都属于不饱和土壤。

23. The earth-rock aggregate slope is a kind of inhomogeneous slope formed by landslide accumulation, residual accumulation, colluvial accumulation and alluvial accumulation.

摘要土石混合体边坡是由滑坡堆积、残坡堆积、崩坡堆积、冲洪堆积等形成的一种非均质边坡。

24. On the basis of granulometric analysis of samples from colluvial wedge sediments caused by normal fault, the sedimentary environment is discussed.

摘要通过对崩积楔沉积物进行粒度特征分析，研究崩积楔形成时的沉积条件和环境特征。

25. This study measures suction in the laboratory of four colluvium soils taken from middle and northern parts of Taiwan.

本研究针对台湾地区中、北部四个地区之崩积土壤进行室内之吸力量测试验。

26. First of all, the ERT forward model with mosaic arrangement was used to simulate the complex geology of the colluvium to gain insight on the resolution of the inverted ERT.

本研究首先利用马赛克数值模形来模拟崩积层复杂地质型态，以对地电阻法量测解析度进行数值分析探讨；

27. According to the existed geological data and the results of the discontinuty measurement by Borehole televiewer, Li-shan colluvial deposits may be formed by large-scale hillslope creep.

根据过去地质资料以及孔内造影之不连续面位态资料统计结果推论，梨山崩积地区可能为早期大规模山坡潜移破坏所造成。

28. Li-shan colluvial deposits are composed by the broken slate and its weathered soils.The surface of the ground exhibits the concave-convex landforms which are formed by weathering and erosion .

梨山崩积地层主要由破碎板岩及其风化形成的土壤所组成，后经侵蚀作用造成凹凸之缓起伏地形，存在著再滑动之地形条件与地质条件。

29. Colluvial deposits at the foot of valley slopes usually affect only narrow strips of valley bottom.

河谷坡脚处的崩积体通常只影响到谷底较窄的地带。

30. Muddy siltstone formation of the whole residual weathered colluvium to residual main causes.

泥质粉砂岩全风化形成的残坡积土，以残积成因为主。

31. The representative volume of colluvial deposit is larger tha n normal sized testing specimen.

然因崩积层不易取样以及取样后之代表性不足，造成崩积层工程特性研究之困难。

32. The soil bank may be summarized two type: colluvial deposit and accretion.The different original cause provide them different characters on colluvial deposit stability and stability under water.

由于其成因特点的不同,这两种岸坡在物质、地形地貌上有各自的特征,由此在稳定性和遇水再造方面的性质也表现出明显的不同。

33. The accumulation resulted from a series of sequential colluvial landslides from left bank slope of the former Huanglang river.

研究表明，该崩滑堆积由古黄琅河左岸先后多次顺层崩滑堆积侧向叠置而成。

34. Frequency curves are multi-ridge-shaped.Granular parameters are also calculated, which show a heterogenetic accumulation of colluvial wedge sediments with the main component of gravel particles.

粒度分布为多峰态，分选差，偏度为极正偏，尖峰度＞1，说明崩积楔是以砾级为主体的非均一性混杂堆积。

35. A study on the Formation Age of Shuiqiuchi Pool And the Colluvial Deposits Around the Pool in Cuihuashan Mountain

翠华山水湫池及其附近崩塌堆积形成年代探疑

36. Results have indicated that major sliding surfaces are happened to pass through colluvium and sandstone.

而所评估之潜在滑动面则多通过五弯仔地区之崩积层与砂岩层。

37. Colluvial landslide;Displacement dynamic prediction;Physical mechanism;Coupled analysis.

英文主题词： Responding ratio to loading &unloading;

38. Treatment Measures for Colluvial Slope Section of Zoumaling Tunnel

走马岭隧道崩坡积体段处理技术措施

39. The stability computation indicates that stability will decline either for colluvial deposit or accretion bank and decline more rapidly in colluvial deposit than accretion bank.

通过对岸坡的稳定性计算,两种岸坡在蓄水后和水位骤降时的稳定性均明显降低,崩坡积体岸坡降低更为显著,且其天然稳定性较冲洪积岸坡为差。

40. Digging Measures for Tunnel Going through Loose Colluvial Deposits and Watery Zone

通过松散堆积体和涌水地段的隧道掘进措施

41. Chen, H. and Lo, C. Y. (1993) The Sensitivity of the Huanku Colluvium and its Relevant Physical Properties, Jl. Geol. Soc. China, Vol.36, No.4, Pp.481-497.

陈宏宇,许景富（1992）宜兰地区瓷土矿之工程特性及其相关之坡体稳定性分析,中国矿冶工程学会会刊,第36卷,第4期,第9-17页.

42. FEATURES OF LOAD-UNLOAD RESPONSE RATIO AND ITS SIGNIFICANCE IN PREDICATION OF COLLUVIAL LANDSLIDE INDUCED BY RAINFALL

降雨型堆积层滑坡的加卸载响应比特征及其预测作用与意义

43. Analysis of displacement dynamic features of colluvial landslide induced by rainfall

降雨诱发型堆积层滑坡的位移动力学特征分析