Centrifugal Test Replicated Numerical Model Updating for 3D Strutted Deep Excavation with the Response-Surface Method

Abstract

Centrifugal tests provide an efficacious experimental process to predict the behavior of deep excavations, and numerical models are indispensable for demonstrating the test results and analyzing the engineering demand parameters. Uncertainty in material properties can cause simulations to differ from tests; therefore, updating the model becomes inevitable. This study presents a response-surface-based model updating technique for the nonlinear three-dimensional simulation of the centrifugal testing model of strutted deep excavation in sand. An overview of the fundamentals of the response-surface model is provided, including selecting uncertain parameters as input factors, creating a design order for training the model, building a second-order polynomial surface, and updating the input factors through targeted centrifugal results. The bending strains of diaphragm wall panels at multiple points along the depth are used to form the multiobjective function. Response-surface model predictions were well-matched with actual numerical responses, with less than a 0.5% difference. Parametric analyses could be conducted utilizing this updated strutted deep excavation model.

A Standardized Treatment Model for Head Loss of Farmland Filters Based on Interaction Factors

“…Hence, this article focuses on a pressureless mesh filter as the subject of study and examines the effects of varying interactive factors on its hydraulic performance by considering factors such as filter flow rate, rotational speed of the cleaning cartridge, cleaning flow rate of the self-cleaning device, and initial sand addition rate. Through a systematic analysis, this study aims to provide a theoretical foundation and technical guidance for minimizing energy loss in pressureless mesh filters during operation, thereby promoting sustainable water use and supporting crop productivity in agricultural irrigation systems [17][18][19].…”