Case Study: Top-Down Basement for Guest Quarters Hotel, Chicago, IL
![Reach out to the deep excavation team](https://static.wixstatic.com/media/nsplsh_765a4a64596c354a565859~mv2.jpg/v1/fill/w_147,h_98,al_c,q_80,usm_0.66_1.00_0.01,blur_2,enc_auto/Image%20by%20Kaitlyn%20Baker.jpg)
DEEP EXCAVATION BLOG - NEWS AND ARTICLES
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![Case Study: Top-Down Basement for Guest Quarters Hotel, Chicago, IL](https://static.wixstatic.com/media/b53ca0_e19fcd4f1ab2428098ca230512346e50~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/b53ca0_e19fcd4f1ab2428098ca230512346e50~mv2.jpeg)
![](https://static.wixstatic.com/media/b53ca0_7a3846e1bff644329637c52d19a28560~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/b53ca0_7a3846e1bff644329637c52d19a28560~mv2.jpeg)
![Case Study: Slurry Walls for Flagship Wharf, Boston, MA](https://static.wixstatic.com/media/b53ca0_7a3846e1bff644329637c52d19a28560~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/b53ca0_7a3846e1bff644329637c52d19a28560~mv2.jpeg)
Case Study: Slurry Walls for Flagship Wharf, Boston, MA
![](https://static.wixstatic.com/media/b53ca0_954214d8eb484befb97326ada7afda52~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/b53ca0_954214d8eb484befb97326ada7afda52~mv2.jpeg)
![Case Study: Diaphragm Walls for Yerba Buena Tower, San Francisco, CA](https://static.wixstatic.com/media/b53ca0_954214d8eb484befb97326ada7afda52~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/b53ca0_954214d8eb484befb97326ada7afda52~mv2.jpeg)
Case Study: Diaphragm Walls for Yerba Buena Tower, San Francisco, CA
![](https://static.wixstatic.com/media/b53ca0_d4d00cf19186443cb36606cdd7b6ccf2~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/b53ca0_d4d00cf19186443cb36606cdd7b6ccf2~mv2.jpeg)
![Unlocking Deep Foundation Design Excellence with DeepFND](https://static.wixstatic.com/media/b53ca0_d4d00cf19186443cb36606cdd7b6ccf2~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/b53ca0_d4d00cf19186443cb36606cdd7b6ccf2~mv2.jpeg)
Unlocking Deep Foundation Design Excellence with DeepFND
![](https://static.wixstatic.com/media/b53ca0_53ce0206ad6b4ac8a92b4fb22ecfee71~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/b53ca0_53ce0206ad6b4ac8a92b4fb22ecfee71~mv2.jpeg)
![Discover the Secrets of Lateral Pile Analysis for Drilled Piles with DeepFND Software!](https://static.wixstatic.com/media/b53ca0_53ce0206ad6b4ac8a92b4fb22ecfee71~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/b53ca0_53ce0206ad6b4ac8a92b4fb22ecfee71~mv2.jpeg)
Discover the Secrets of Lateral Pile Analysis for Drilled Piles with DeepFND Software!
![Excessive Mat Settlement in Dormitory Building, Atlanta](https://static.wixstatic.com/media/b53ca0_bc7a33a53bac42fc8d9a26ee1bef3169~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_bc7a33a53bac42fc8d9a26ee1bef3169~mv2.png)
Excessive Mat Settlement in Dormitory Building, Atlanta
![Time History Analysis - Building Foundation](https://static.wixstatic.com/media/b53ca0_f22c6fcac05249d59ccce5ea2b6d734c~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_f22c6fcac05249d59ccce5ea2b6d734c~mv2.png)
Time History Analysis - Building Foundation
![Design of Bridge Pier Deep Foundations](https://static.wixstatic.com/media/b53ca0_71c287cec318441d8e6d38a976ba3f86~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_71c287cec318441d8e6d38a976ba3f86~mv2.png)
Design of Bridge Pier Deep Foundations
![Importance of Pile Cap Stiffness and Group Analysis Methods](https://static.wixstatic.com/media/b53ca0_253c7665a9454081bb014cad1f7dc2a4~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_253c7665a9454081bb014cad1f7dc2a4~mv2.png)
Importance of Pile Cap Stiffness and Group Analysis Methods
![](https://static.wixstatic.com/media/b53ca0_4e0ad8af5432409484261dbacb614111~mv2.webp)
![Incheon Tower - Pile Raft Foundation Evaluation](https://static.wixstatic.com/media/b53ca0_4e0ad8af5432409484261dbacb614111~mv2.webp)
Incheon Tower - Pile Raft Foundation Evaluation
![](https://static.wixstatic.com/media/20b79d_68010c03271d434987390ff45ac61ae6~mv2.webp)
![Lateral Earth Pressures in Deep Excavations](https://static.wixstatic.com/media/20b79d_68010c03271d434987390ff45ac61ae6~mv2.webp)
Lateral Earth Pressures in Deep Excavations
![Implemented Design Codes & Load Combinations](https://static.wixstatic.com/media/20b79d_0b6cbdafda174be9b490ac047792caf5~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/20b79d_0b6cbdafda174be9b490ac047792caf5~mv2.png)
Implemented Design Codes & Load Combinations
![Power Transmission Tower - Helical Pile Foundation](https://static.wixstatic.com/media/b53ca0_2385b3a5ff494bb89d396c47e9f69151~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_2385b3a5ff494bb89d396c47e9f69151~mv2.png)
Power Transmission Tower - Helical Pile Foundation
![](https://static.wixstatic.com/media/20b79d_2bc6a682f96a423cae3cf91a1f922ffd~mv2.webp)
![Deep Excavations - Finite Element Analysis Method](https://static.wixstatic.com/media/20b79d_2bc6a682f96a423cae3cf91a1f922ffd~mv2.webp)
Deep Excavations - Finite Element Analysis Method
![](https://static.wixstatic.com/media/20b79d_03d6b368855a42e1a1d32d56d04f9834~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/20b79d_03d6b368855a42e1a1d32d56d04f9834~mv2.jpeg)
![Deep Excavations: Non-Linear Analysis Method](https://static.wixstatic.com/media/20b79d_03d6b368855a42e1a1d32d56d04f9834~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/20b79d_03d6b368855a42e1a1d32d56d04f9834~mv2.jpeg)
Deep Excavations: Non-Linear Analysis Method
![P-Delta Effects on a Helical Pile](https://static.wixstatic.com/media/b53ca0_12d182974fc6471f9d477678bf0c8cd3~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_12d182974fc6471f9d477678bf0c8cd3~mv2.png)
P-Delta Effects on a Helical Pile
![](https://static.wixstatic.com/media/20b79d_f284da0948d2434a9b52dd2477a8d5aa~mv2.webp)
![Deep Excavations - Limit Equilibrium Method](https://static.wixstatic.com/media/20b79d_f284da0948d2434a9b52dd2477a8d5aa~mv2.webp)
Deep Excavations - Limit Equilibrium Method
![](https://static.wixstatic.com/media/20b79d_6c97b3e728364ee490cdbc05420877f9~mv2.jpeg/v1/fill/w_250,h_250,fp_0.50_0.50,q_30,blur_30,enc_auto/20b79d_6c97b3e728364ee490cdbc05420877f9~mv2.jpeg)
![WMATA Adjacent Construction Manual](https://static.wixstatic.com/media/20b79d_6c97b3e728364ee490cdbc05420877f9~mv2.jpeg/v1/fill/w_300,h_225,fp_0.50_0.50,q_90,enc_auto/20b79d_6c97b3e728364ee490cdbc05420877f9~mv2.jpeg)
WMATA Adjacent Construction Manual
![Simulation of a Pile Raft Foundation of Apartment Building, Uppsala, Sweden](https://static.wixstatic.com/media/b53ca0_08db56f4467b47debd2bb2ae23e07f9f~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_08db56f4467b47debd2bb2ae23e07f9f~mv2.png)
Simulation of a Pile Raft Foundation of Apartment Building, Uppsala, Sweden
![Get your Undrained Shear Strength right in Drilled Shaft Capacity](https://static.wixstatic.com/media/b53ca0_39189d30ba944b7aa2f82fef41043f21~mv2.png/v1/fill/w_300,h_225,fp_0.50_0.50,q_95,enc_auto/b53ca0_39189d30ba944b7aa2f82fef41043f21~mv2.png)
Get your Undrained Shear Strength right in Drilled Shaft Capacity