首页> 外文会议>Asia-Pacific symposium on engineering blasting >Controlled Underwater Blasting near Sensitive Structures at Mithi River Extension Project, Mumbai, India
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Controlled Underwater Blasting near Sensitive Structures at Mithi River Extension Project, Mumbai, India

机译:在梅泰河延伸工程,印度迈马河延伸项目附近的水下爆破

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Controlled underwater blasting was conducted near sensitive structures in Mumbai city in India for river widening at the mouth of the Arabian Sea.After heavy floods in Mumbai due to narrow passage of Mithi River in 2005,Mumbai Metropolitan Region Development Authority (MMRDA) has unader taken deepening and widening of River by underwater blasting.This lead to bed rock blasting by specialised underwater blasting techniques near sensitive structures like flyover,sewerage plant and old Mahim causeway.Control of vibrations and fly rock were important objectives of the project along with desired fragmentation.Underwater drilling was carried out by drill rigs placed on platoons,specially fabricated for the purpose.After the drilling is carried out to the required depth,drill rods with hammer is removed from the hole keeping the casing intact in the hole to avoid hole collapsing and identification.Couplable Plastic Tube (CPT) explosives used for charging in blast holes from the platform called barge.The blasthole diameter was 75 mm and the depth was restricted to 1.75 m to reduce blast induced ground vibrations.Hole-to-hole delay initiation was carried out to get better fragmentation and to reduce maximum charge per delay for reducing intensity of vibrations.Specially manufactured high density seismic explosives were used to break the rock under water.As the water head was just 0.4 m,blasting was carried out during high tide times with a water head of above 4.5 m to reduce the flyrock projectile and avoiding risk to the habitats in the vicinity.The specific charge used was 0.25~0.35 kg/m3 and specific drilling was 1 ~ 1.17 m/m3 to ensure optimum fragmentation.The vibration intensity in all the blasts was restricted to 5mm/s,which was the threshold limit for the adjacent sensitive structures.The desired optimum fragment size of 0.1 m3 was achieved in all the blasts was without compromising safety parameters.The specially designed underwater blast patterns could yield desired production to complete the project in stipulated time.
机译:在印度孟买市孟买市敏感结构进行了受控水下爆破,为河流拓宽了阿拉伯海的河口。孟买的大洪水,由于米思河的狭窄通道2005年,孟买大都市发展管理局(MMRDA)已经取消了通过水下爆破深化和扩大河流。这导致敏感结构的专业水下爆破技术升降岩石爆破,如天桥,污水处理厂和旧的Mahim铜锣湾。振动和飞岩的控制是该项目的重要目标以及所需的碎片。水下钻井通过钻机,钻机放在镀胶上,特别是为目的制造的。钻孔以所需的深度进行,从孔中取出带锤的钻杆,保持套管在孔中完整,以避免孔塌陷识别。将塑料管(CPT)爆炸用于从平台CALLE中的喷砂孔充电d驳船。普拉索直径为75毫米,深度限制为1.75米,以减少喷砂诱导的地面振动。进行孔到孔延迟启动以获得更好的碎片,并降低每个延迟的最大电荷降低振动强度。制造的高密度地震爆炸物用于在水下破碎岩石。水头仅为0.4米,在高潮汐时间内进行爆破,水头在4.5米以上的水头以减少鸟粪射弹并避免风险附近的栖息地。使用的特定电荷为0.25〜0.35千克/ m3,特定钻孔为1〜1.17 m / m3,以确保最佳的碎片。所有爆炸中的振动强度受到限制为5mm / s,这是阈值相邻敏感结构的限制。在所有爆炸中达到所需的最佳片段大小为0.1m3,在不损害安全参数的情况下实现。专门设计的水下爆炸模式可能会产生欲望D生产在规定的时间内完成项目。

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