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    Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Enrico Conte; Antonello Troncone
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the active landslides that are controlled by pore water pressure changes owing to groundwater fluctuations. These landslides are usually characterized by low displacement rate with deformations ...
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    Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Enrico Conte; Antonello Troncone
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified approach for the analysis of shallow landslides triggered by heavy rainfalls, which occur after a rainy period. On the basis of some analytical solutions, this approach combines a simple ...
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    A Simple Method for Predicting Rainfall-Induced Shallow Landslides 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022079
    Author(s): Enrico Conte; Luigi Pugliese; Antonello Troncone
    Publisher: ASCE
    Abstract: A method of practical interest is presented in this study for predicting shallow landslide triggering due to expected rainfall scenarios. The proposed approach is based on some closed-form expressions derived using ...
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    A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021224-1
    Author(s): Enrico Conte; Luigi Pugliese; Antonello Troncone; Mirko Vena
    Publisher: ASCE
    Abstract: This paper deals with the behavior of piles subjected to inclined compressive loads. Some numerical results are first presented to document the influence of the load inclination on the pile response to high loads capable ...
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