Engineering Properties of Xigeda Strata Siltstone as the Filling Material of Earth-Rock dam

ZUO Yong-zhen, ZHANG Wei, ZHANG Xiao-chuan, DANG Chen

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (3) : 84-88.

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Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (3) : 84-88. DOI: 10.11988/ckyyb.20140937
ROCK-SOIL ENGINEERING

Engineering Properties of Xigeda Strata Siltstone as the Filling Material of Earth-Rock dam

  • ZUO Yong-zhen1, ZHANG Wei1, ZHANG Xiao-chuan2, DANG Chen3
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Abstract

The western region of Panzhihua city has abundant resources and will be the focus of development. Xigeda strata, which is distributed in this region, is a special soft rock with poor engineering properties. Research on Xigeda strata is of importance to the infrastructure construction and geologic disaster prevention in this region. Xigeda strata siltstone is planned to be used in the expansion project of Meizijing reservoir. In this paper we discuss the suitability of Xigeda strata siltstone as the filling material of earth-rock dam through a number of physical and mechanical tests by using large size test equipment. Test result reveals that Xigeda strata siltstone has good shear strength, good resistance to penetration deformation, with medium compressibility and permeability. It can be used as the filling material of earth-rock dam. The nature of Xigeda strata siltstone is close to that of silty soil in mechanical properties.

Key words

Xigeda strata / siltstone / filling material of earth-rock dam / geotechnical test / engineering property

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ZUO Yong-zhen, ZHANG Wei, ZHANG Xiao-chuan, DANG Chen. Engineering Properties of Xigeda Strata Siltstone as the Filling Material of Earth-Rock dam[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(3): 84-88 https://doi.org/10.11988/ckyyb.20140937

References

[1] 中国地质科学院地质力学研究所第四纪冰川考察队. 西南第四纪昔格达组的初步研究[C]∥中国第四纪冰川地质文集. 北京:地质出版社, 1977:144-154.
[2] 罗运利,刘东生. 昔格达组沉积环境演化与旋回地层学研究[J]. 第四纪研究,1998,(4):53-58.
[3] 彭盛恩.昔格达组黏土的工程地质特性研究[J].水文地质工程地质,1986,(2) : 16-18.
[4] 彭盛恩.昔格达土作为筑坝土料特性的研究[J].水文地质工程地质,1989,( 6) : 22-24.
[5] 王维早,许 强. 昔格达土路基填料压实度影响因素的试验研究[J]. 重庆交通大学学报(自然科学版),2010,29(6):934-937.
[6] 向贵府, 任光明, 聂德新. 含水量对昔格达土填料工程地质性质的影响研究[J]. 工程地质学报,2004,12(2):136-140.
[7] 向贵府. 昔格达填料路用适宜性的含水量指标评价[J]. 公路,2005,(8):75-78.
[8] 刘惠军, 聂德新. 昔格达地层研究综述[J]. 地球科学进展,2004, 19(增):80-82.
[9] 李小泉. 栗子坪水电站厂基昔格达土的工程特性[J]. 广西水利水电,1996,(1):16-20.
[10]周云金, 曾联明. 红格提水工程二级泵站昔格达地层特性及坡体变形成因分析[J]. 水电站设计,2000,16(2):61-65.
[11]杜守来,党 琛,朱家应,等. 昔格达土防渗料工程特性试验研究[J]. 人民珠江,2014,(1):47-49.
[12]文丽娜, 朱学雷, 白志勇,等. 西攀高速公路新九地区昔格达地层岩土特性[J]. 公路, 2005,(7):145-148.
[13]杨 碧, 范柱国, 刘文连. 攀钢钒钛钢铁新基地昔格达地层岩土工程特性研究[J]. 科学技术与工程,2010,10(4):973-976.
[14]张 威, 徐则民, 刘文连,等. 含水率对西昌昔格达组粘土岩抗剪强度的影响研究[J]. 工程勘察,2011,(5):1-5.
[15]薛尚铃, 聂 影, 肖启华,等. 攀西地区昔格达土层用作大型基地高填方地基填料研究[J]. 岩土工程界,2009, 12(11):81-85.
[16]SL237—1999,土工试验规程[S]. 北京:中国水利水电出版社,1999.
[17]DL/T5395—2007,碾压式土石坝设计规范[S]. 北京:中国电力出版社,2008.
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