09-202506-G24-0128文审稿意见与作者答复

Indexed in Scopus
Source Journal for Chinese Scientific and Technical Papers and Citations
Included in A Guide to the Core Journal of China
Indexed in Ei Compendex

PDF format

09-202506-G24-0128文审稿意见与作者答复 Download(1111KB)

09-202506-G24-0128文审稿意见与作者答复

2025, 47(6): 1190-1198.

Mechanical analysis and field measurement of large-section quasi-rectangular pipe jacking buried deeply in soft soils .

Figures of the Article

Tables of the Article

地层名称	h/m	$\gamma $/ (kN·m^-3)	$c'$/ kPa	$\varphi '$/ (°)	k/ (kPa·m^-1)
①填土	2.0	18.8	10	10.0	—
②₁黏土	4.0	18.3	3	31.8	1.67×10⁵
③淤泥质粉质黏土	9.0	17.3	2	29.2	1.31×10⁵
④淤泥质黏土	17.5	16.7	2	24.5	1.27×10⁵
⑤_1-1黏土	21.8	17.8	3	29.9	1.73×10⁵
⑤_1-2粉质黏土	30.3	18.0	5	31.9	1.72×10⁵
注：h为土层底部埋深；$\gamma $为总重度；$c'$为有效黏聚力；$\varphi '$为有效内摩擦角；k为侧向基床反力系数，按照林华国等^[13]选取。

Physical and mechanical parameters of soil layers

名称	荷载组合
荷载模式1*	全覆盖土层竖向土压力、底部基地反力、侧向主动土压力、结构自重、静水压力
荷载模式2*	太沙基竖向土压力、底部基地反力、侧向主动土压力、结构自重、静水压力
荷载模式3	全覆盖土层竖向土压力、底部基地反力、侧向主动土压力、结构自重、静水压力、地层水平抗力
注：*《顶管工程设计标准（DG/TJ 08—2268—2019）》推荐。

Load combinations used in structural analysis

测点	实测均值/ kPa	误差百分比/%
测点	实测均值/ kPa	模式1	模式2	模式3
顶部	265	-0.8	-14.7	-0.8
底部	292	0.3	-13.7	0.3
左肩	207	19.3	6.3	36.2
右肩	253	-5.2	-13.0	5.9
左腰	266	-8.6	-12.0	12.8
右腰	323	-24.8	-27.6	-7.1
左趾	301	-4.0	-12.3	2.0
右趾	307	-9.1	-14.0	0.2
注：误差百分比=（理论值-实测值）/实测值×100%。

Theoretical and measured values of water and earth pressures

测点	实测均值/ (kN·m)	误差百分比/%
测点	实测均值/ (kN·m)	模式1	模式3
顶部	588	36.9	5.4
底部	679	15.5	-11.5
右肩	-419	1.2	1.7
右腰	-66	284.8	-106.1
左腰	-82	209.8	-104.9
左趾	-335	66.6	24.5

Theoretical and measured values of bending moment

Related articles

Earth pressure distribution and structural response of rectangular pipe jacking in soft clay

2024, 46(S2): 6-10. DOI: 10.11779/CJGE2024S20028
Calculation model of peripheral friction resistance of rectangular pipe jacking based on effective soil pressure

DOI: 10.11779/CJGE20240519
Elastoplastic analysis of cyclic torsion stress-strain responses of soft clays

2015, 37(11): 1965-1970. DOI: 10.11779/CJGE201511004
Earth pressure on supporting structures of asymmetric excavations considering their displacement

2012, 34(suppl): 24-27.
Analysis and treatment of quality accident of pipe piles in soft clay area of Zhuhai

2011, 33(sup2): 169-173.
Distribution characteristics of earth pressure for unsaturated intact loess

2010, 32(4)
Distribution of active earth pressure against flexible retaining walls with drum deformation

2008, 30(12): 1805-1810.
Relationship between micro-structural characters of fracture surface and strength of soft clay

2005, 27(10): 1136-1141.
Pore pressure characteristic analysis of soft clay during unloading based on lab data and numerical calculation

2002, 24(5): 556-559.
Analysis and Calculation of Lateral Wall Deflection of Braced Excavation in Soft-Clay

1995, 17(4): 71-76.