Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reinforcing method for slope engineering characteristics under soil-rock interface soft layer condition
The invention discloses a method for reinforcing slope engineering characteristics under a soil-rock interface soft layer condition, and the method comprises the steps: setting slope soil-rock interface soft layers with different depths through a method for detecting the reinforcing effect of slope engineering detection points under the soil-rock interface soft layer condition; according to the method, the slope soil-rock interface soft layers with the same rainfall capacity and the same depth and different rainfall capacities are detected, and then anti-pulling and bearing detection experiments are carried out on detection points of the slope soil-rock interface soft layers, so that the detection has multiple groups of different contrast experiments, the accuracy of the experiments is ensured, the problem of singleness of a traditional experiment result is solved, and the test efficiency is improved. Therefore, personnel can better judge the performance of the detection point of the soft layer of the soil-rock interface of the side slope; meanwhile, the deformation of the soft layer on the soil-rock interface of the side slope can be accurately evaluated through the method for evaluating the deformation of the soft layer on the soil-rock interface of the side slope.
本发明公开一种土‑岩界面软弱层条件下的边坡工程特性的加固方法，通过对土‑岩界面软弱层条件下的边坡工程检测点的加固效果进行检测方法设置不同深度边坡土‑岩界面软弱层，相同降雨量以及相同深度边坡土‑岩界面软弱层，不同的降雨量，然后再对边坡土‑岩界面软弱层检测点进行抗拔和承载检测实验，使得该检测有多组不同的对比实验，保证实验的精准性，解决了传统实验结果的单一性，从而使人员更好的判断该边坡土‑岩界面软弱层检测点的性能如何；同时，通过对边坡土‑岩界面软弱层变形进行评价方法可以准确对边坡土‑岩界面软弱层变形进行评价。
Reinforcing method for slope engineering characteristics under soil-rock interface soft layer condition
The invention discloses a method for reinforcing slope engineering characteristics under a soil-rock interface soft layer condition, and the method comprises the steps: setting slope soil-rock interface soft layers with different depths through a method for detecting the reinforcing effect of slope engineering detection points under the soil-rock interface soft layer condition; according to the method, the slope soil-rock interface soft layers with the same rainfall capacity and the same depth and different rainfall capacities are detected, and then anti-pulling and bearing detection experiments are carried out on detection points of the slope soil-rock interface soft layers, so that the detection has multiple groups of different contrast experiments, the accuracy of the experiments is ensured, the problem of singleness of a traditional experiment result is solved, and the test efficiency is improved. Therefore, personnel can better judge the performance of the detection point of the soft layer of the soil-rock interface of the side slope; meanwhile, the deformation of the soft layer on the soil-rock interface of the side slope can be accurately evaluated through the method for evaluating the deformation of the soft layer on the soil-rock interface of the side slope.
本发明公开一种土‑岩界面软弱层条件下的边坡工程特性的加固方法，通过对土‑岩界面软弱层条件下的边坡工程检测点的加固效果进行检测方法设置不同深度边坡土‑岩界面软弱层，相同降雨量以及相同深度边坡土‑岩界面软弱层，不同的降雨量，然后再对边坡土‑岩界面软弱层检测点进行抗拔和承载检测实验，使得该检测有多组不同的对比实验，保证实验的精准性，解决了传统实验结果的单一性，从而使人员更好的判断该边坡土‑岩界面软弱层检测点的性能如何；同时，通过对边坡土‑岩界面软弱层变形进行评价方法可以准确对边坡土‑岩界面软弱层变形进行评价。
Reinforcing method for slope engineering characteristics under soil-rock interface soft layer condition
一种土-岩界面软弱层条件下的边坡工程特性的加固方法
HAO ZHONGYU (Autor:in) / LI YANG (Autor:in) / LIANG DONGDONG (Autor:in) / MEI QINGLIN (Autor:in) / GE XIANGYANG (Autor:in) / LI JIA (Autor:in)
24.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
G01D
MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE
,
Anzeigen oder Aufzeichnen in Verbindung mit Messen allgemein
/
G01N
Untersuchen oder Analysieren von Stoffen durch Bestimmen ihrer chemischen oder physikalischen Eigenschaften
,
INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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