구태서 연구실은 지반공학을 중심으로 지반조사, 물리탐사, 지반재료 특성평가, 현장시험 해석, 그리고 머신러닝 기반 3차원 지층 모델링을 연구하며, 특히 복잡한 도심 지하환경에서 비파괴 탐사와 데이터 기반 예측기술을 결합해 지하구조를 정밀하게 해석하고 안전한 지하공간 개발과 인프라 설계를 지원하는 융합형 연구를 수행하고 있다.
Three-dimensional reconstruction of subsurface stratigraphy using machine learning with neighborhood aggregation
Yue Hu, Ze Zhou Wang, Xiangfeng Guo, Hardy Yide Kek, Taeseo Ku, S. H. Goh, C.F. Leung, Ernest Tan, Yunhuo Zhang
IF 8.4
Engineering Geology
In engineering geology and geotechnical engineering , it is well recognized that subsurface soils/rocks are natural materials and exhibit variability in stratigraphy due to the complex geological formation processes they have undergone. Knowledge of subsurface soil stratigraphy is of great importance to geotechnical engineers . However, accurate and reliable interpretation of subsurface soil stratigraphy is challenging due to the limited number of site investigation boreholes available at the site and the highly heterogeneous properties of soil stratigraphy (e.g., interbedded or non-ordered layers). This paper proposes an improved data-driven machine learning framework boosted with the neighborhood aggregation technique for modelling three-dimensional (3D) subsurface soil stratigraphy in a more general and robust manner. Neighborhood aggregation, a technique often adopted in graph network learning, is integrated into this framework to regulate and improve the prediction results of classical machine learning models. The proposed framework is then cross-validated using 165 real site investigation boreholes for four selected machine learning models respectively. Cross-validation results suggest that the eXtreme Gradient Boosting (XGBoost) and Random Forest (RF) models are more suitable for the task of soil stratigraphy prediction than Artificial Neural Network (ANN) and Support Vector Machine (SVM). Particularly, the XGBoost and RF are also amenable to neighborhood aggregation and can yield around 5% improvement in terms of average borehole prediction accuracy after introducing neighborhood aggregation. The improved machine learning framework allows for explicit 1D to 3D geological modelling , uncertainty quantification , and convenient visualization. The proposed framework facilitates digital transformation of geological and geotechnical site investigation . • Neighborhood aggregation is introduced into machine learning for robust 3D soil stratigraphy modelling. • Performances of different machine learning algorithms are compared. • The proposed framework is validated using a borehole database in Singapore. • The new framework enables explicit 1D to 3D stratigraphy modelling, uncertainty quantification, and visualization.
Incorporating geotechnical and geophysical investigations for underground obstruction detection: A case study
Yaohui Liu, Yannick Choy Hing Ng, Yunhuo Zhang, Ping Yang, Taeseo Ku
IF 8.3
Underground Space
Determining the location and boundary of underground obstructions and/or anomalies is a common problem and often a great challenge for tunneling and underground construction. In this study, geotechnical investigations (penetration tests and borehole drilling/sampling) and geophysical investigations (surface wave method and cross-hole seismic method) were conducted with the aim of identifying the location and boundary of rock obstructions in Changi East, Singapore. The surface wave method is frequently used in the sites with lateral homogeneity in previous studies, but its application in the sites with rock obstructions is rare. The experimental results of this study indicate that the surface wave method is also able to determine the upper surface of rock obstructions, but difficult to identify the lateral and bottom boundaries of rock obstructions. To improve the precision of detection, the full waveform inversion (FWI) method was used to process the data from the cross-hole seismic survey. The results indicate that the inversion precision of P-wave is higher than that of S-wave. The horizontal and vertical ranges of rock obstructions in the P-wave inversion results are 14–26 m and 7.5–11.0 m respectively, roughly consistent with the results of penetration tests (about 15–25 m) and borehole log (8.85–10.80 m). This result proves that the sequential application of first-arrival time analysis and FWI can effectively delineate the boundary of rock obstructions. Finally, the results of various detection methods were analyzed and compared in this study. Considering the advantages of various methods, we propose a cost-effective and high-precision workflow containing both geotechnical and geophysical investigations.
급속한 도시화로 인해 지상의 토지공간이 과도하게 혼잡해짐에 따라 지하공간의 개발이 급증해왔다. 정부, 지자체, 그리고 관련 건설업계가 지하철 노선, 지하복합공간, 지하 유틸리티 및 저장고와 같은 지하 기반시설 건설에 대한 투자를 늘려가는 실정에 맞추어, 이런 도심 환경에서 지반의 상태 및 공학적 특성, 지하 이상현상(싱크홀, 공동, 숨겨진 서비스 유틸리티의...
지반물리탐사
도심 지반조사
스마트시티 지하공간
지하공간 개발
표면파 탐사
2
2023년 2월-2028년 2월
|147,236,000원
도심 지하구조 영상화를 위한 순차적 연계-발전형 비파괴 지반탐사 모델 개발
급속한 도시화로 인해 지상의 토지공간이 과도하게 혼잡해짐에 따라 지하공간의 개발이 급증해왔다. 정부, 지자체, 그리고 관련 건설업계가 지하철 노선, 지하복합공간, 지하 유틸리티 및 저장고와 같은 지하 기반시설 건설에 대한 투자를 늘려가는 실정에 맞추어, 이런 도심 환경에서 지반의 상태 및 공학적 특성, 지하 이상현상(싱크홀, 공동, 숨겨진 서비스 유틸리티의...