Home ›
Entities
› academia
› Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM)
Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM)
Research article (Geo-Congress 2023, 2023) · cited 14× · AI/ML
Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM)
Summary
Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM) is a scholarly article[1].
Key Facts
Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM)'s instance of is recorded as scholarly article[2].
References
Programmatic citations — every numbered marker resolves to a verifiable graph row below.
Use these citations when quoting this entity in research, articles, AI prompts, or wherever provenance matters. We aggregate Wikidata + Wikipedia + authoritative open-data sources; the stitched, scored, cross-referenced view is what 4ort.xyz contributes.
APA4ort.xyz Knowledge Graph. (2026). Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM). Retrieved May 24, 2026, from https://4ort.xyz/entity/probabilistic-assessment-of-bearing-capacity-of-strip-footings-seated-on-geosynthetic-reinforced-soil-deposits-using-fin
MLA“Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM).” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/probabilistic-assessment-of-bearing-capacity-of-strip-footings-seated-on-geosynthetic-reinforced-soil-deposits-using-fin.
BibTeX@misc{4ortxyz_probabilistic-assessment-of-bearing-capacity-of-strip-footings-seated-on-geosynthetic-reinforced-soil-deposits-using-fin_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM)}}, year = {2026}, url = {https://4ort.xyz/entity/probabilistic-assessment-of-bearing-capacity-of-strip-footings-seated-on-geosynthetic-reinforced-soil-deposits-using-fin}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Probabilistic Assessment of Bearing Capacity of Strip Footings Seated on Geosynthetic Reinforced Soil Deposits Using Finite Element Limit Analysis (FELA) and Response Surface Method (RSM) — https://4ort.xyz/entity/probabilistic-assessment-of-bearing-capacity-of-strip-footings-seated-on-geosynthetic-reinforced-soil-deposits-using-fin (retrieved 2026-05-24)