Analysis on damage causes of built-in corridor in core rock-fill dam on thick overburden: A case study

doi:10.1007/s11709-022-0847-8

Frontiers of Structural and Civil Engineering

2022, Vol. 16

Issue (6): 762-780 https://doi.org/10.1007/s11709-022-0847-8

本期目录

Analysis on damage causes of built-in corridor in core rock-fill dam on thick overburden: A case study

Jia’ao YU¹(

), Zhenzhong SHEN^1,², Zhangxin HUANG¹

¹. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210024, China
². State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210024, China

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Abstract：

The stress state of the built-in corridor in core rock-fill dam on thick overburden is extremely complex, which may produce cracking and damage. The purpose of this paper was to investigate the effect of thick overburden on the stress and deformation of the built-in corridor in a rock-fill dam, and ascertain the damage causes of the corridor. The rationality of the analysis method for corridor with similar structure is another focus. The approach is based on finite-element method and the calculation result accuracy is verified by the field monitoring data. The improved analysis method for corridors with similar structure is proposed by comparing various corridor load calculation methods and concrete constitutive models. Results demonstrate that the damage causes of the corridor are the deformability difference between the overburden and concrete and the special structural form. And the calculation model considering dam construction process, contact between concrete and surrounding soil, and concrete damage plasticity can reasonably reflect the mechanical behavior of the corridor. The research conclusions may have a reference significance for the analysis of tunnels similar to built-in corridors.

Key words： thick overburden built-in corridor stress deformation causes for damage concrete damaged plasticity

收稿日期: 2022-01-09 出版日期: 2022-10-20

Corresponding Author(s): Jia’ao YU

引用本文:

. [J]. Frontiers of Structural and Civil Engineering, 2022, 16(6): 762-780.
Jia’ao YU, Zhenzhong SHEN, Zhangxin HUANG. Analysis on damage causes of built-in corridor in core rock-fill dam on thick overburden: A case study. Front. Struct. Civ. Eng., 2022, 16(6): 762-780.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-022-0847-8
https://academic.hep.com.cn/fsce/CN/Y2022/V16/I6/762

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materials	γ (kN·m⁻³)	K	n	c (kPa)	R_f	$φ$ ₀ (º )	G	D	F	K_ur	Δ $φ$ (º )
rock-fill
I	21.29	1000	0.35	0	0.79	48.5	0.43	4.5	0.25	2000	9.2
II	21.09	1200	0.35	0	0.83	50.0	0.40	4.0	0.20	2400	9.0
III	20.31	1000	0.28	0	0.82	51.5	0.38	5.4	0.19	2000	6.6
IV	20.04	1100	0.35	0	0.79	48.5	0.43	4.5	0.25	2200	9.2
core wall	22.34	494	0.4	66	0.82	28.9	0.43	2.8	0.09	988	0.0
contact clay	19.60	150	0.5	22	0.72	28.0	0.36	2.0	0.06	250	0.0
transition layer	20.58	990	0.15	0	0.82	54.1	0.38	2.4	0.22	1980	11.6
inverted filter layer	21.17	850	0.4	0	0.74	47.0	0.40	3.0	0.10	1700	8.5
overburden	23.82	600	0.5	30	0.76	30.0	0.35	3.5	0.03	1400	0.0

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number	$σ x x$	$σ z z$	$σ z x$	$σ 1$	$σ 3$	λ (º )
I	–803.81	–20077.24	3304.30	–253.05	–20628.00	9.5
II	–780.90	–17142.48	2467.20	–416.96	–17506.42	8.5
III	–582.32	–15649.19	1461.28	–441.90	–15789.61	5.7

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