青藏高原东北部黄土区柠条锦鸡儿根系的锚固效应

刘亚斌; 梁燊; 石川; 王舒; 胡夏嵩; 李国荣; 朱海丽

doi:10.16031/j.cnki.issn.1003-8035.202208024

青藏高原东北部黄土区柠条锦鸡儿根系的锚固效应

doi: 10.16031/j.cnki.issn.1003-8035.202208024

刘亚斌^{1, 2,},
梁燊^1, ,,
石川¹,
王舒¹,
胡夏嵩^{1, 2},
李国荣^{1, 2},
朱海丽^{1, 2}

1.
青海大学地质工程系，青海西宁　810016
2.
青藏高原北缘新生代资源环境重点实验室，青海西宁　810016

基金项目: 国家自然科学基金项目（42002283）；第二次青藏高原综合科学考察研究项目（2019QZKK0905）

详细信息

作者简介:
刘亚斌（1987-），男，青海西宁人，副教授，主要从事生态工程地质等方面的研究工作。E-mail：liuyabincug@163.com

通讯作者:
梁　燊（1999-），男，青海湟源人，硕士研究生，从事生态工程地质研究工作。E-mail：ls111630@163.com

中图分类号: P643.22
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出版历程
- 收稿日期: 2022-08-15
- 修回日期: 2022-10-14
- 网络出版日期: 2023-07-27
- 刊出日期: 2023-10-31

The root anchorage effect of shrub species Caragana Korshinskii Kom. in the loess area of northeastern Qinghai–Tibet Plateau

Yabin LIU^{1, 2
,},
Shen LIANG^{1
, ,},
Chuan SHI¹,
Shu WANG¹,
Xiasong HU^{1, 2},
Guorong LI^{1, 2},
Haili ZHU^{1, 2}

1.
Department of Geological Engineering, Qinghai University, Xining, Qinghai　810016, China
2.
Key Laboratory of Cenozoic Resources and Environment on the Northern Edge of the Qinghai–Tibet Plateau, Xining, Qinghai　810016, China

摘要

摘要: 柠条锦鸡儿是青藏高原东北部黄土区主要的护坡和水土保持灌木，然而对该灌木根系锚固作用机理及其固土护坡效应方面仍缺乏系统性认识。鉴于此，该项研究在阐明柠条锦鸡儿根系锚固机理的基础上，提出了根系对黄土斜（边）坡浅层土体稳定性贡献计算模型。在此基础上，以研究区内生长期为11 a的柠条锦鸡儿为主要研究对象，通过现场根系挖掘试验、原位拉拔试验和理论分析，明确了假定滑动面条件下根系锚固力取值，并进一步定量评价了柠条锦鸡儿根系对黄土浅层滑坡稳定性的增强作用。结果表明：由于根系在地表没有“锚头”结构，故在确定滑动面几何特征的情况下，柠条锦鸡儿根系所能提供的实际锚固力大小取滑动面以下锚固段根系最大抗拔出力和滑动面以上根系锚固反力之间的最小值较为合理；生长期为11 a的单株柠条锦鸡儿根系锚固于最大厚度为2 m的圆弧形滑动面不同条块上时，潜在滑动面稳定性系数增幅为0.018%～0.427%，当单株根系锚固力作用于潜在滑动面中上部条块时，潜在滑动面稳定性系数相对高于根系锚固力作用于最顶部和下部条块；当4株柠条锦鸡儿根系以2块条块的间距（约3 m）作用于潜在滑动面时，潜在滑动面稳定性系数可提高1.035%～1.111%，显著高于（P<0.05，ANOVA）单株根系作用时的稳定性系数。试验株根系锚固作用能够提高降雨入渗条件下黄土斜（边）坡浅层土体稳定性，但是作用效果有限。
- 黄土斜(边)坡 /
- 浅层滑坡 /
- 垂直根型灌木 /
- 柠条锦鸡儿 /
- 锚固机理 /
- 稳定性系数
Abstract: Shrub species Caragana korshinskii Kom. dominates slope protection and soil and water conservation in the loess area of the northeastern Qinghai–Tibet Plateau. However, the root anchoring mechanism and the effects of soil consolidation and slope protection of this shrub species remain unclear. This study aimed to elucidate the anchoring mechanism of roots of the C. korshinskii roots and establish a calculation model to evaluate their contribution to the stability of shallow loess slopes. C. korshinskii plants with an 11-year growth period were selected as the study subject. The anchoring force of C. korshinskii roots was determined through in-situ excavation tests, in-situ root pullout tests, and theoretical analysis, along with their impact on the stability of shallow loess soil slopes. The results showed that, due to the absence of a “bolt head” structure on the root surface, it was reasonable to consider the anchoring force provided by the roots as the minimum value between the maximum pullout resistance of the roots below the sliding surface and the anchoring reaction force of the roots above the sliding surface, based on the geometric characteristics of the sliding surface. When the roots of an 11-year-old C. korshinskii roots were anchored on different sliding blocks of a shallow landslide with a maximum thickness of 2 meters, the stability coefficient of the potential sliding surface increased by 0.020% to 0.408%. When the roots of a single plant were anchored in the middle and upper parts of the potential sliding surface, the stability coefficient of the potential sliding surface was relatively higher than when the plant roots were anchored at the top and bottom positions. Moreover, when four C. korshinskii roots were anchored to the shallow landslide with a row spacing of two sliding blocks (approximately 3 m), the stability coefficient of the potential sliding surface increased by 1.035% to 1.111%, which was significantly higher than when a single C. korshinskii root was anchored (P<0.05, ANOVA). The anchorage effect of the root systems could enhance the stability of shallow soil on loess slopes under rainfall infiltration conditions, but the effectiveness was limited.
- loess slope /
- shallow landslide /
- taproot type shrub species /
- Caragana korshinskii Kom. /
- anchorage mechanism /
- stability coefficient

HTML全文

图 1 柠条锦鸡儿根系锚固黄土斜坡浅层土体及其锚固机理示意图

Figure 1. Schematic diagram of the shallow soil body of the C. korshinskii roots anchoring loess and its anchoring mechanism

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图 2 假定滑动面以上根系原位挖掘试验

Figure 2. In-situ excavation test of root system above the hypothetical sliding surface

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图 3 简化边坡模型

注：图中红色线段为限定的滑动面剪入口和剪出口的区域。

Figure 3. Simplified slope model

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表 1 试验株地上植株和根系形态学指标统计

Table 1. Statistical analysis of morphological indexes of above-ground plants and root system above the hypothetical sliding surface of the testing plants

植株及根系指标	树龄/a	冠幅/m	株高/m	总根数/根	根幅/m	一级侧根/根	二级侧根/根	三级侧根/根	主根平均根径/ m	总根长/m	根表面积/m²
取值	11	1.76	2.20	27	1.99	20	3	3	0.027	34	0.87

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表 2 试验株根周土体物理力学特性

Table 2. Physical and mechanical properties of root-soil interface of the testing plants

物理力学性质	天然密度/（g·cm⁻²）	天然含水量/%	黏聚力/kPa	内摩擦角/（°）
取值	1.40±0.08	7.56±1.21	15.83±7.97	13.56±4.25

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表 3 试验株锚固段根系原位拉拔试验结果

Table 3. In-situ pullout test results of root system in anchoring section of testing plants

序号	抗拔出力/kN	拉拔端根径/m	断裂方式
1	0.206	0.007	根皮和木质部同时拉断
2	1.243	0.020
3	0.519	0.005
4	1.666	0.012
5	1.168	0.011

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表 4 试验株生长于不同条块时锚固反力计算参数与结果

Table 4. Calculation parameters and results of anchoring reaction force of testing plants growing on different blocks

条块号	根-土间黏聚力/kPa	根-土间摩擦角/（°）	单根平均根径/m	根系垂直埋置深度/m	静止土压力系数	土体重度/（kN·m⁻³）	锚固反力/kN
1	8.31	12.51	0.040	0.461	0.6	17.7	0.513
2	8.31	12.51	0.033	1.204	0.6	17.7	1.207
3	8.31	12.51	0.029	1.655	0.6	17.7	1.546
4	8.31	12.51	0.027	1.912	0.6	17.7	1.709
5	8.31	12.51	0.027	2.000	0.6	17.7	1.805
6	8.31	12.51	0.027	2.000	0.6	17.7	1.805
7	8.31	12.51	0.027	1.930	0.6	17.7	1.729
8	8.31	12.51	0.029	1.748	0.6	17.7	1.650
9	8.31	12.51	0.033	1.485	0.6	17.7	1.529
10	8.31	12.51	0.033	1.147	0.6	17.7	1.141
11	8.31	12.51	0.036	0.737	0.6	17.7	0.762
12	8.31	12.51	0.040	0.257	0.6	17.7	0.278
注：表中单根平均根径取对应条块滑动面深度范围内主根平均根径；根系垂直埋置深度取值为对应条块滑动面深度，即滑动面中间点至地表的距离。

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表 5 柠条锦鸡儿根系锚固作用下边坡潜在滑动面稳定性系数计算结果

Table 5. Calculation results of stability coefficient of potential sliding surface in the C. korshinskii roots system anchored slope

锚固力作用条块号	土条自重 /kPa	土条宽度 /m	圆弧破坏面切线与水平面的夹角/（°）	根系锚固段轴线与该处破坏面切线之间的夹角/（°）	根系水平间距/m	圆弧破坏面处土体内摩擦角/（°）	圆弧破坏面处土体黏聚力 /kPa	根系锚固力/kN	稳定性系数	增幅/%
1	7.374	0.903	57.966	32.034	2	12.510	8.310	0.513	1.3391	0.156
2	19.252	0.903	50.216	39.784	2	12.510	8.310	1.207	1.3417	0.349
3	26.465	0.903	43.601	46.399	2	12.510	8.310	1.546	1.3426	0.417
4	30.577	0.903	37.659	52.341	2	12.510	8.310	1.709	1.3427	0.427
5	29.967	0.839	32.352	57.648	2	12.510	8.310	1.805	1.3425	0.414
6	29.967	0.839	27.531	62.469	2	12.510	8.310	1.805	1.3420	0.378
7	30.434	0.891	22.776	67.224	2	12.510	8.310	1.729	1.3413	0.324
8	27.560	0.891	18.043	71.957	2	12.510	8.310	1.650	1.3406	0.272
9	23.414	0.891	13.435	76.565	2	12.510	8.310	1.529	1.3399	0.217
10	18.082	0.891	8.914	81.086	2	12.510	8.310	0.513	1.3388	0.134
11	11.619	0.891	4.449	85.551	2	12.510	8.310	1.207	1.3379	0.071
12	4.055	0.891	0.010	89.990	2	12.510	8.310	1.546	1.3372	0.018
A	-	-	-	-	-	-	-	-	1.3510	1.047
B	-	-	-	-	-	-	-	-	1.3519	1.111
C	-	-	-	-	-	-	-	-	1.3508	1.035
对照	-	-	-	-	-	-	-	-	1.3370	-
注：该项研究根系所能提供的锚固力取值为试验株根系单株作用在各条块时对应的锚固反力，并假设锚固力方向铅垂向下，故灌木根系锚固段轴线与该处破坏面切线之间的夹角为滑块滑动面切线与铅垂方向的夹角；灌木根系的水平间距取值由野外实际测量数据确定。

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