Article(id=1153992896740057563, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1153992893040677529, articleNumber=1671-1807(2025)06-0215-06, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=research-article, receivedDate=1728144000000, receivedDateStr=2024-10-06, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1753062946734, onlineDateStr=2025-07-21, pubDate=1742832000000, pubDateStr=2025-03-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1753062946734, onlineIssueDateStr=2025-07-21, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1753062946734, creator=13701087609, updateTime=1753062946734, updator=13701087609, issue=Issue{id=1153992893040677529, tenantId=1146029695717560320, journalId=1146123222451335185, year='2025', volume='25', issue='6', pageStart='1', pageEnd='376', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1753062945851, creator=13701087609, updateTime=1755224695430, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1163059927997072066, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1153992893040677529, language=EN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1163059927997072067, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1153992893040677529, language=CN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=215, endPage=220, ext={EN=ArticleExt(id=1153992897595695598, articleId=1153992896740057563, tenantId=1146029695717560320, journalId=1146123222451335185, language=EN, title=Research on the Influence of Fractures on the Deformation Stability of Deep Trench Slope Based on PLAXIS: Taking the Deep Cutting Slope in Caixi Township, Fujian Province as an Example, columnId=1151877659354558495, journalTitle=Science Technology and Industry, columnName=Regional Practice, runingTitle=null, highlight=null, articleAbstract=

Based on the deep cutting landslide treatment project in Caixi Township, PLAXIS 3D was used to establish a slope model with complex cracks under rainfall conditions, and the existence of cracks and the slope deformation stability under different fissure depths were analyzed. The result shows that the sliding surface of the slope changes significantly with increasing fissure depth. When the crack depth is close to the potential sliding surface, the crack divides the landslide into two separate parts, one is the crack surface itself and the other is the original sliding surface below the crack. This segmentation effect leads in a significant reduction in the slope stability. It is further found that there is a threshold effect between the crack depth and the slope stability, that is, the slope stability does not change much before the crack depth reaches a certain critical value. When the crack depth exceeds this critical value, the slope stability will decrease sharply. It reveals the influence mechanism of fissure on slope stability, in order to provide a scientific basis for slope engineering design, disaster prevention and treatment.

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基于菜溪乡深路堑滑坡治理工程,采用PLAXIS 3D建立降雨条件下含裂隙复杂边坡模型,分析裂隙的存在及不同裂隙深度条件下边坡变形稳定性时空变化规律。研究表明,随着裂隙深度的增加,边坡的滑动面会发生显著变化。当裂隙深度接近潜在滑动面时,裂隙会将滑坡体分割成两个独立的部分,一部分是裂隙面本身,另一部分是裂隙以下原始滑动面。这种分割作用导致边坡的稳定性显著降低。进一步研究发现,裂隙深度与边坡稳定性之间存在阈值效应,即在裂隙深度达到某一临界值之前,边坡稳定性变化不大;而当裂隙深度超过该临界值时,边坡稳定性会急剧下降。揭示了裂隙对边坡稳定性的影响机制,以期为边坡工程设计、灾害预防和治理提供了科学依据。

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王广达(1992—),男,山东济南人,初级工程师,研究方向为工程技术;

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王广达(1992—),男,山东济南人,初级工程师,研究方向为工程技术;

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刘道奇(1997—),男,山东济南人,硕士研究生,研究方向为岩土与地下工程。

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刘道奇(1997—),男,山东济南人,硕士研究生,研究方向为岩土与地下工程。

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名称	W1	W2	单位
天然重度(γunsat)	18.6	20	kN/m3
饱和重度(γsat)	20	22	kN/m3
弹性模量(E)	10×103	25×103	MPa
有效粘聚力(c')	15.0	22	kPa
有效内摩擦角(ϕ')	19.8	28	(°)
泊松比(μ)	0.33	0.28
轴渗透系数(x)	0.05	5	m/d
轴渗透系数(y)	0.05	5	m/d
轴渗透系数(z)	0.05	5	m/d

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计算参数

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名称	W1	W2	单位
天然重度(γunsat)	18.6	20	kN/m3
饱和重度(γsat)	20	22	kN/m3
弹性模量(E)	10×103	25×103	MPa
有效粘聚力(c')	15.0	22	kPa
有效内摩擦角(ϕ')	19.8	28	(°)
泊松比(μ)	0.33	0.28
轴渗透系数(x)	0.05	5	m/d
轴渗透系数(y)	0.05	5	m/d
轴渗透系数(z)	0.05	5	m/d

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方案 编号	裂隙 位置	裂隙深 度/m	裂隙数量	裂隙角 度/(°)	影响因素
A0			0		无裂隙
B1		1.5
B2	第二台阶	2.5	1	0	裂隙深度
B3		4.2

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裂隙对边坡稳定性影响的数值分析方案

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方案 编号	裂隙 位置	裂隙深 度/m	裂隙数量	裂隙角 度/(°)	影响因素
A0			0		无裂隙
B1		1.5
B2	第二台阶	2.5	1	0	裂隙深度
B3		4.2

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