An Integrated Geomechanical Investigation, Multi-Parameter Monitoring and Analyses of Babadağ-Gündoğdu Creep-like Landslide

Kumsar, Halil; Aydan, Ömer; Tano, Hisataka; Çelik, Sefer Beran; Ulusay, Reşat

doi:10.1007/s00603-015-0826-7

Cited by 21 publications

(7 citation statements)

References 8 publications

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“…So far, evolution of the rock mass around an underground excavation has been considered as the rock and ground deterioration that follows with reduction of the rock strength and increase of the entropy. For instance Kumsar et al (2016) associated growth of the entropy with the rock collapse, and Lombardo et al (2016) related increase of entropy to the triggering of a landslide. However, this deterioration leads to the chaos, whereas development of a structure contributes to an order.…”

Section: Theoretical Consideration Of a Possible Self-organization Ofmentioning

confidence: 99%

“…Investigation of irreversible behavior of the ground and rock masses is an important part of geomechanics (Kumsar et al, 2016), civil engineering (Bloodworth, 2002) and structural geology (Wilson et al, 2016). In contrast to elastic behavior, the nonreversible movement and deformation may cause disintegration of a rock mass (Malinowska and Hejmanowski, 2016), damage of a support and even failure of an underground or a civil structure, and trigger landslides.…”

Section: Introductionmentioning

confidence: 99%

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Cluster behavior of the ground during its irreversible movement

Nazimko¹

2017

Acta Geodynamica Et Geomaterialia

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Irreversible behavior of the ground or a rock mass encompasses both the transition of the ground over a peak strength and further development of the nonreversible movement and deformation. The irreversible ground movement is traditionally considered as the transition to chaos. However the moving ground passes through itself the energy of ground pressure, thermal energy, and exchanges by substances with surrounding rock mass. According to thermodynamics of irreversible processes, such a non-equilibrium ground behavior may create dissipative structures that are the embodiment of self-organization. The paper describes the results of the structures investigation, which have been unveiled with incremental fields of the irreversible ground movement during a landslide development and underground roadway maintenance. These structures were evolving from close interaction of the separate blocks or fragments of the ground and distant cooperation of the short-lived clusters that were periodically rearranging in time and space as the irreversible ground movement started and progressed. Extant techniques restrain basically one prevalent component of the irreversible ground movement. The other two collateral transversal components were usually ignored. However, blocking of these transverse components can prevent the development of a dangerous irreversible movement of the ground and a rock mass.

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Section: Theoretical Consideration Of a Possible Self-organization Ofmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Cluster behavior of the ground during its irreversible movement

Nazimko¹

2017

Acta Geodynamica Et Geomaterialia

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“…Several approaches for predicting rock dynamics and in situ monitoring systems have been proposed [6]- [9]. For example, a fracture propagation simulation technique based on the finite element method with voxel elements is available [6].…”

Section: Introductionmentioning

confidence: 99%

“…Furthermore, Kumsar et al [9] proposed a novel technique combining a field monitoring system and the conventional limit equilibrium method and applied this to a creep-like landslide in Babadağ, Turkey. The unique mechanism of the landside was revealed by numerical simulation and in situ field investigation.…”

Section: Introductionmentioning

confidence: 99%

Simulation of three-dimensional chemical dissolution of limestone

Matsubara¹,

Ito²

2020

Pamukkale J Eng Sci

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“…Landslides cause significant problems in and around Babadağ town of Denizli for several decades. Some local landslides in Babadağ settlement using physically based slope stability models and multi-parameter monitoring techniques were studied by Cevik and Ulusay (2005) and Kumsar et al (2016). Landslide susceptibility assessments has not been…”

Section: Introductionmentioning

confidence: 99%

Landslide Susceptibility Assessment Around Babadağ (Deni̇zli̇) Town Using Logistic Regression Method

Çan

Tekin²

2019

Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi

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Bu çalışmada, Babadağ ilçesi ve dolaylarını içeren 1133 km 2 'lik bölgede, mantıksal regresyon yöntemi ile heyelan duyarlılık çalışması gerçekleştirilmiştir. Toplam alanı 44 km2 olan, 300'e yakın kayma türü heyelan bulunmaktadır. Çalışma alanı içerisinde bulunan yerleşim yerleri, ziraat alanları gibi bölgeler heyelanlardan olumsuz yönde etkilenmektedir. Bölgede yaklaşık 500'e yakın konut boşaltılmıştır. Heyelanları hazırlayıcı faktörler 25 m mekansal çözünürlükte Coğrafi Bilgi Sistemleri ortamında hazırlanmış olup, jeoloji, sayısal yükseklik modeli, yamaç eğimi, kesit, düzlemsel ve teğet yamaç eğrisellikleri, drenaj ağı ve aktif faylara olan uzaklık parametreleri göz önünde bulundurulmuştur. Duyarlılık haritasında yüksek ve çok yüksek duyarlı bölgeler çalışma alanın % 23'üne karşılık gelmekte olup bu bölgelerde heyelanların % 72.13'ü bulunmaktadır.

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An Integrated Geomechanical Investigation, Multi-Parameter Monitoring and Analyses of Babadağ-Gündoğdu Creep-like Landslide

Cited by 21 publications

References 8 publications

Cluster behavior of the ground during its irreversible movement

Cluster behavior of the ground during its irreversible movement

Simulation of three-dimensional chemical dissolution of limestone

Landslide Susceptibility Assessment Around Babadağ (Deni̇zli̇) Town Using Logistic Regression Method

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