XU et al 2025a - Revision history

Scipediacontent at 11:41, 2 April 2025

2025-04-02T11:41:47Z

Onate: Onate moved page Review 478069269657 to XU et al 2025a

2025-04-02T11:37:17Z

Onate moved page Review 478069269657 to XU et al 2025a

JSanchez at 11:35, 2 April 2025

2025-04-02T11:35:17Z

JSanchez at 11:35, 2 April 2025

2025-04-02T11:35:03Z

JSanchez at 11:34, 2 April 2025

2025-04-02T11:34:27Z

JSanchez: JSanchez moved page Draft Sanchez Pinedo 284949608 to Review 478069269657

2025-04-02T10:43:28Z

JSanchez moved page Draft Sanchez Pinedo 284949608 to Review 478069269657

JSanchez: Created page with " == Abstract ==
This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wal..."

2025-04-02T10:43:25Z

Created page with " == Abstract == <p>This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wal..."

New page

== Abstract ==

<p>This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wall. Utilizing a combination of detailed field measurements and finite element modeling, the study simulates the excavation process to analyze the mutual interactions between two adjacent pits of equal depth. Results indicate that the excavation of a subsequent pit influences both surface settlement and the horizontal displacement of the retaining structure of the first-excavated pit. Specifically, the surface settlement outside the first-excavated pit increased by 0.08% H</p>

== Document ==
<pdf>Media:Draft_Sanchez Pinedo_284949608-2473-document.pdf</pdf>

← Older revision		Revision as of 11:41, 2 April 2025
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	== Document ==		== Document ==
−	<pdf>Media:~~Draft_Sanchez Pinedo_284949608-2473-document~~.pdf</pdf>	+	<pdf>Media:XU_et_al_2025a_3208_TSP_RIMNI_56531.pdf</pdf>

← Older revision	Revision as of 11:37, 2 April 2025
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 == Abstract ==
-<p>This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wall. Utilizing a combination of detailed field measurements and finite element modeling, the study simulates the excavation process to analyze the mutual interactions between two adjacent pits of equal depth. Results indicate that the excavation of a subsequent pit influences both surface settlement and the horizontal displacement of the retaining structure of the first-excavated pit. Specifically, the surface settlement outside the first-excavated pit increased by 0.08% <math>H</math> (where H is the excavation depth of the first pit) within the influence range of 0 to 2.9 <math>H</math> from the shared ground connecting wall. Similarly, within the range of 2.76 <math>H</math>, the horizontal displacement of the retaining structure of the first-excavated pit showed the greatest increase at 2 <math>H</math>, reaching 0.086% <math>H_0</math>.Mitigative measures, such as increasing the wall thickness or optimizing the excavation sequence, are found to effectively control deformation.These findings provide valuable insights into the design and construction of excavations involving shared ground connecting walls.</p>
+<p>This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wall. Utilizing a combination of detailed field measurements and finite element modeling, the study simulates the excavation process to analyze the mutual interactions between two adjacent pits of equal depth. Results indicate that the excavation of a subsequent pit influences both surface settlement and the horizontal displacement of the retaining structure of the first-excavated pit. Specifically, the surface settlement outside the first-excavated pit increased by 0.08% <math>H</math> (where <math>H</math> is the excavation depth of the first pit) within the influence range of 0 to 2.9 <math>H</math> from the shared ground connecting wall. Similarly, within the range of 2.76 <math>H</math>, the horizontal displacement of the retaining structure of the first-excavated pit showed the greatest increase at 2 <math>H</math>, reaching 0.086% <math>H_0</math>.Mitigative measures, such as increasing the wall thickness or optimizing the excavation sequence, are found to effectively control deformation.These findings provide valuable insights into the design and construction of excavations involving shared ground connecting walls.</p>
 == Document ==
 <pdf>Media:Draft_Sanchez Pinedo_284949608-2473-document.pdf</pdf>

← Older revision	Revision as of 10:43, 2 April 2025
(No difference)

XU et al 2025a - Revision history

Scipediacontent at 11:41, 2 April 2025

Onate: Onate moved page Review 478069269657 to XU et al 2025a

JSanchez at 11:35, 2 April 2025

JSanchez at 11:35, 2 April 2025

JSanchez at 11:34, 2 April 2025

JSanchez: JSanchez moved page Draft Sanchez Pinedo 284949608 to Review 478069269657

JSanchez: Created page with " == Abstract == This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wal..."

JSanchez: Created page with " == Abstract ==
This study comprehensively investigates the mechanical behavior and deformation patterns of adjacent foundation pits sharing a common ground connecting wal..."